覃国强毕业设计外文翻译 2
(完整版)_毕业设计英文翻译_(译文)
编号:毕业设计(论文)外文翻译(译文)学院:机电工程学院专业:机械设计制造及其自动化学生姓名:赵盛伟学号:指导教师单位:桂林航天工业学院姓名:梁伟职称:高级工程师2012 年 5 月15 日数控车床第一课现代数控车床的组成车床是一种能将工件毛坯上多余的材料切除掉的机床,毛坯被安装在主轴上并绕主轴旋转。
这种机床主要用来加工旋转零件的表面和端面。
在所有的金属切削中,大多数都采用锋利的单刃刀具,现代数控车床刀具被牢固地固定在转塔刀架上,使其准确地移动。
转塔刀架有自动换刀功能,用来快速将旧刀换出并将新刀换至其切削位置。
前刀架将刀具从主轴轴线之下上移至工件,而后刀架则将刀具从主轴轴线之上移至工件。
因此,有前后刀架的车床,可以从工件的上方和下方同时进行切削。
车床主要是为了进行车外圆、车端面和镗孔等项工作而设计的机床。
车削很少在其他种类的机床上进行,而且任何一种其他机床都不能像车床那样方便地进行车削加工。
由于车床还可以用来钻孔和铰孔,车床的多功能性可以使工件在一次安装中完成几种加工。
因此,在生产中使用的各种车床比任何其他种类的机床都多。
车床的基本部件有:床身、主轴箱组件、尾座组件、溜板组件、丝杠和光杠。
床身是车床的基础件。
它常是由经过充分正火或时效处理的灰铸铁或者球墨铁制成。
它是一个坚固的刚性框架,所有其他基本部件都安装在床身上。
通常在床身上有内外两组平行的导轨。
有些制造厂对全部四条导轨都采用导轨尖朝上的三角形导轨(即山形导轨),而有的制造厂则在一组或者两组中采用一个三角形导轨和一个矩形导轨。
导轨要经过精密加工以保证其直线度精度。
为了抵抗磨损和擦伤,大多数现代机床的导轨是经过表面淬硬的,但是在操作时还应该小心,以避免损伤导轨。
导轨上的任何误差,常常意味着整个机床的精度遭到破坏。
主轴箱安装在内侧导轨的固定位置上,一般在床身的左端。
它提供动力,并可使工件在各种速度下回转。
它基本上由一个安装在精密轴承中的空心主轴和一系列变速齿轮(类似于卡车变速箱)所组成。
土木毕业设计外文翻译--近表面埋置加固的钢筋混凝土梁抗弯性能实验研究
中文2630字AN EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF RC BEAMS STRENGTHENED WITH NSM REINFORCEMENTWoo-Tai JUNG1, Young-Hwan PARK2, Jong-SupABSTRACT: This study presents the results of experiments performed on RC (Reinforced Concrete) beams strengthened with NSM(Near Surface Mounted) reinforcement. A total of 6 specimens have been tested. The specimens can be classified into EBR(Externally Bonded Reinforcement) specimen and NSM reinforcements specimens. Two NSM specimens with space variables were strengthened with 2 CFRP(Carbon Fiber Reinforced Polymer) strips. Experimental results revealed that NSMspecimens used CFRP reinforcements moreefficiently than the EBR specimens. Even if CFRP crosssection areas of NSM specimens have 30%,50% of EBR Specimen, the strengthening effect of NSMspecimens is superior to EBR specimen. NSM specimens with space variables showed that thstrengthening effect of the specimen with narrow space is slightly increased as compared to thespecimen with wide spaceu KEYWORDS: carbon fiber reinforced polymer, externally bonded CFRP reinforcements, nearsurface mounted CFRP reinforcements, strengthening1. INTRODUCTIONAmong the various strengthening techniques that have been developed and applied to strengthendeteriorated RC structures, a number of applications using FRP reinforcements have significantly increased recently. FRP reinforcements are bonded to concrete surfaces by adhesives but frequently experience debonding failure at the interface between FRP reinforcements and concrete. Most research, to date, has focused on investigating the strengthening effects and failure modes of EBR systemThe problem of premature failure of EBR system may be solved by increasing the interface between FRP and concrete. Using this principle, the NSM system has been introduced recently. The NSM system for concrete structure using steel reinforcement already began in 1940s. However, the corrosion of the steel reinforcement and the poor bonding performance of the grouting material largely impaired its application. The development of improved epoxy and the adoption of FRP reinforcement offered the opportunity to implement NSM system (Hassan and Rizkalla 2003; Täljsten and Carolin 2001). Because of their light weight, ease of installation, minimal labor costs and site constraints, high strength-to-weight ratios, and durability, FRP repair systems can provide an economically viable alternative to traditional repair systems and materials(Mirmiran et al. 2004). Rizkalla and Hassan (2002) have compared EBR and NSM system in terms of cost, including costs of materials and labor,and strengthening effect. They concluded that the NSM system was more cost-effective than the EBR system using CFRP strips.This experimental study investigates the applicability and strengthening performances of NSM using CFRP strips. For comparison, flexural tests on RC beams strengthened by EBR and by NSM have been performed. In addition, specimens with space variables have been tested to compare the strengthening performance by cross section with wide and narrow space.2. EXPERIMENTAL PROGRAM2.1 MANUFACTURE OF SPECIMENSA total of 6 specimens of simply supported RC beams with span of 3m have been cast. The details andcross-section of the specimens are illustrated in Figure 1. A concrete with compressive strength of31.3 MPa at 28 days has been used. Steel reinforcements D10(φ9.53mm) of SD40 have been arrangedwith steel ratio of 0.0041 and a layer of three D13(φ12.7mm) has been arranged as compressionreinforcements. Shear reinforcements of D10 have been located every 10 cm in the shear zone to avoidshear failure. Table 1 summarizes the material properties used for the test beams.2.2 EXPERIMENTAL PARAMETERSTable 2 lists the experimental parameters. The control specimen, an unstrengthened specimen, has been cast to compare the strengthening performances of the various systems. CPL-50-BOND, EBR specimen, has been strengthened with CFRP strip. The remaining 4 specimens were strengthened with NSM CFRP strips. Among the specimens strengthened with NSM reinforcements, an embedding64 depth of NSM-PL-15 and NSM-PL-25 is 15mm and 25mm, respectively. A space between grooves of NSM-PL-25*2 and NSM-PL-2S is 60mm and 120mm, respectively. The strengthened length of all thespecimens has been fixed to 2,700 mm2.3 INSTALLATION OF THE FRP REINFORCEMENTSFigure 2 shows the details of cross-sections of the specimens. The strengthening process of EBR specimen (CPL-50-BOND) was proceeded by the surface treatment using a grinder, followed by the bonding of the CFRP strip. The strengthened beams were cured at ambient temperature for 7 days for the curing of epoxy adhesive. The process for NSM strengthening progressed by cutting the grooves at the bottom of the beams using a grinder, cleaning the debris, and embedding the CFRP strip after application of the adhesive. The strengthenedbeams were cured for 3 days so that the epoxy adhesive achieves its design strength.2.4 LOADING AND MEASUREMENT METHODSAll specimens were subjected to 4-point bending tests to failure by means of UTM (Universal Testing Machine) with capacity of 980 kN. The loading was applied under displacement control at a speed of 0.02 mm/sec until the first 15 mm and 0.05 mm/sec from15 mm until failure. The measurement of alltest data was recorded by a static data logger anda computer at intervals of 1 second. Electrical resistance strain gauges were fixed at mid-span and L/4 to measure the strain of steel reinforcements.Strain gauges to measure the strain of concrete were located at the top, 5 cm and 10 cm away from the top on one side at mid-span. Strain gauges were also placed on the FRP reinforcement located at the bottom of the mid-span and loaded points to measure the strain according to the loading process.3. EXPERIMENTAL RESULTS3.1 FAILURE MODESBefore cracking, all the strengthened specimens exhibited bending behavior similar to the unstrengthened specimen. This shows that the CFRP reinforcement is unable to contribute to the increase of the stiffness and strength in the elastic domain. However, after cracking, thebending stiffness and strength of the strengthened specimens were seen to increase significantly until failure compared to the unstrengthened specimens.Examining the final failure, the unstrengthened control specimen presented typical bending failure mode which proceeds by the yielding of steel reinforcement followed by compression failure of concrete. The failure of CPL-50-BOND, EBR specimen, began with the separation of CFRP reinforcement and concrete at mid-span to exhibit finally brittle debonding failure (Figure 3). Failure of NSM-PL-15, NSM specimen, occurred with the rupture of the FRP reinforcement. Failure of the remaining NSM specimens(NSM-PL-25, NSM-PL25*2, and NSM-PL-2S) occurred through the simultaneous separation of the CFRP reinforcement and epoxy from concrete (Figure 4, 5, and 6).Table 3 summarizes the failure modes.3.2 STRENGTHENING EFFECTFigure 7 ploted the load-deflection curves of EBR and NSM specimens. The specimens with EBR,CPL-50-BOND, presented ultimate load increased by 30% compared to the unstrengthened specimen, while NSM specimens (NSM-PL-15, NSM-PL-25) increased the ultimate load by 40 to 53%.Observation of Figure 7 reveals that even if CPL-50-BOND with relatively large cross-sectional areaof CFRP reinforcement developed larger initial stiffness, premature debonding failure occurred because its bonding area is much smaller than NSM-PL-15, NSM-PL-25. EBR specimen behaved similarly to the unstrengthened control specimen after debonding failure. In Figure 7, the stiffness of NSM specimens before yielding of steel reinforcement was smaller than the stiffness developed by EBR specimen because NSM specimens have the smaller cross-sectional area of CFRP reinforcement than EBR specimen. The ultimate load and yield load are seen to increasewith the cross-sectional area of NSM reinforcement.Examining the ultimate strain of FRP summarized in Table 3, the maximum strain for EBR specimenappears to attain 30% of the ultimate strain, and 80 to 100% for NSM specimens. This proves that the NSM system is utilizing CFRP reinforcement efficiently(2S with the same cross-sectional area as CPL-50-Bond resented ultimate load increased by 95%, 90% compared to the unstrengthened specimen,respectively. Considering the same cross-sectional area, the strengthening effect of NSM specimens issuperior to the EBR specimen.In Figure 8,NSM-PL-25*2 and NSM-PL-2S, NSM specimens with space variables,showed that the strengthening effect of the specimen with narrow spaceis slightly increased by 2.5%as compared to the specimen with wide space.4. CONCLUSIONSPerformance tests have been carried out on RC beams strengthened with NSM systems. The followingconclusions were derived from the experimental results.It has been seen that NSM specimens utilized the CFRP reinforcement more efficiently than the EBR specimen. According to the static loading test results, the strengthening performances were improvedin NSM specimens compared with EBR specimen. However, the specimens NSM-PL-25, NSM-PL-25*2 and NSM-PL-2S failed by the separation of the CFRP reinforcements and epoxy adhesive from the concrete. Consequently, it is necessary to take somecountermeasures to prevent debonding failure for NSM specimens.Considering the same cross-sectional area, the strengthening effect of NSM specimens is superior to EBR specimen. NSM-PL-25*2 and NSM-PL-2S, NSM specimens with space variables, showed that the strengthening effect ofthe specimen with narrow space is slightly increased as compared to the specimen with wide space.5. REFERENCES1. Hassan, T. and Rizkalla, S. (2003), Investigation of Bond in Concrete Structures Strengthenedwith Near Surface Mounted Carbon Fiber Reinforced Polymer Strips”, Journal of Composites for Construction, Vol 7, No. 3, pp. 248-2572. Täljsten, B. and Carolin, A. (2001), “Concrete Beams Strengthened with Near Surface MountedCFRP Laminates”, Proceeding of the fifth international conference of ibre-reinforced plastics forreinforced concrete structures (FRPRCS-5), Cambridge, UK, 16-18 July 2001, pp. 107-1163. Mirmiran, A., Shahawy, M., Nanni, A., and Karbhari, V. (2004), “Bonded Repair and Retrofit ofConcrete Structures Using FRP Composites”, Recommended Construction Specifications andProcess Control Manual, NCHRP Report 514, Transportation Research Board4. Rizkalla, S., and Hassan, T. (2002), “Effectiveness of FRP for Strengthening Concrete Bridges”,Structural Engineering International, Vol. 12, No. 2, pp. 89-95近表面埋置加固的钢筋混凝土梁抗弯性能实验研究Woo-Tai JUNG1, Young-Hwan PARK2, Jong-Sup PARK3摘要:本研究介绍了近表面贴埋置加固钢筋混凝土(RC)实验结果。
毕业设计外文翻译_英文版
A Design and Implementation of Active NetworkSocket ProgrammingK.L. Eddie Law, Roy LeungThe Edward S. Rogers Sr. Department of Electrical and Computer EngineeringUniversity of TorontoToronto, Canadaeddie@, roy.leung@utoronto.caAbstract—The concept of programmable nodes and active networks introduces programmability into communication networks. Code and data can be sent and modified on their ways to destinations. Recently, various research groups have designed and implemented their own design platforms. Each design has its own benefits and drawbacks. Moreover, there exists an interoperability problem among platforms. As a result, we introduce a concept that is similar to the network socket programming. We intentionally establish a set of simple interfaces for programming active applications. This set of interfaces, known as Active Network Socket Programming (ANSP), will be working on top of all other execution environments in future. Therefore, the ANSP offers a concept that is similar to “write once, run everywhere.” It is an open programming model that active applications can work on all execution environments. It solves the heterogeneity within active networks. This is especially useful when active applications need to access all regions within a heterogeneous network to deploy special service at critical points or to monitor the performance of the entire networks. Instead of introducing a new platform, our approach provides a thin, transparent layer on top of existing environments that can be easily installed for all active applications.Keywords-active networks; application programming interface; active network socket programming;I. I NTRODUCTIONIn 1990, Clark and Tennenhouse [1] proposed a design framework for introducing new network protocols for the Internet. Since the publication of that position paper, active network design framework [2, 3, 10] has slowly taken shape in the late 1990s. The active network paradigm allows program code and data to be delivered simultaneously on the Internet. Moreover, they may get executed and modified on their ways to their destinations. At the moment, there is a global active network backbone, the ABone, for experiments on active networks. Apart from the immaturity of the executing platform, the primary hindrance on the deployment of active networks on the Internet is more on the commercially related issues. For example, a vendor may hesitate to allow network routers to run some unknown programs that may affect their expected routing performance. As a result, alternatives were proposed to allow active network concept to operate on the Internet, such as the application layer active networking (ALAN) project [4] from the European research community. In the ALAN project, there are active server systems located at different places in the networks and active applications are allowed to run in these servers at the application layer. Another potential approach from the network service provider is to offer active network service as the premium service class in the networks. This service class should provide the best Quality of Service (QoS), and allow the access of computing facility in routers. With this approach, the network service providers can create a new source of income.The research in active networks has been progressing steadily. Since active networks introduce programmability on the Internet, appropriate executing platforms for the active applications to execute should be established. These operating platforms are known as execution environments (EEs) and a few of them have been created, e.g., the Active Signaling Protocol (ASP) [12] and the Active Network Transport System (ANTS) [11]. Hence, different active applications can be implemented to test the active networking concept.With these EEs, some experiments have been carried out to examine the active network concept, for example, the mobile networks [5], web proxies [6], and multicast routers [7]. Active networks introduce a lot of program flexibility and extensibility in networks. Several research groups have proposed various designs of execution environments to offer network computation within routers. Their performance and potential benefits to existing infrastructure are being evaluated [8, 9]. Unfortunately, they seldom concern the interoperability problems when the active networks consist of multiple execution environments. For example, there are three EEs in ABone. Active applications written for one particular EE cannot be operated on other platforms. This introduces another problem of resources partitioning for different EEs to operate. Moreover, there are always some critical network applications that need to run under all network routers, such as collecting information and deploying service at critical points to monitor the networks.In this paper, a framework known as Active Network Socket Programming (ANSP) model is proposed to work with all EEs. It offers the following primary objectives.• One single programming interface is introduced for writing active applications.• Since ANSP offers the programming interface, the design of EE can be made independent of the ANSP.This enables a transparency in developing andenhancing future execution environments.• ANSP addresses the interoperability issues among different execution environments.• Through the design of ANSP, the pros and cons of different EEs will be gained. This may help design abetter EE with improved performance in future.The primary objective of the ANSP is to enable all active applications that are written in ANSP can operate in the ABone testbed . While the proposed ANSP framework is essential in unifying the network environments, we believe that the availability of different environments is beneficial in the development of a better execution environment in future. ANSP is not intended to replace all existing environments, but to enable the studies of new network services which are orthogonal to the designs of execution environments. Therefore, ANSP is designed to be a thin and transparent layer on top of all execution environments. Currently, its deployment relies on automatic code loading with the underlying environments. As a result, the deployment of ANSP at a router is optional and does not require any change to the execution environments.II. D ESIGN I SSUES ON ANSPThe ANSP unifies existing programming interfaces among all EEs. Conceptually, the design of ANSP is similar to the middleware design that offers proper translation mechanisms to different EEs. The provisioning of a unified interface is only one part of the whole ANSP platform. There are many other issues that need to be considered. Apart from translating a set of programming interfaces to other executable calls in different EEs, there are other design issues that should be covered, e.g., • a unified thread library handles thread operations regardless of the thread libraries used in the EEs;• a global soft-store allows information sharing among capsules that may execute over different environmentsat a given router;• a unified addressing scheme used across different environments; more importantly, a routing informationexchange mechanism should be designed across EEs toobtain a global view of the unified networks;• a programming model that should be independent to any programming languages in active networks;• and finally, a translation mechanism to hide the heterogeneity of capsule header structures.A. Heterogeneity in programming modelEach execution environment provides various abstractions for its services and resources in the form of program calls. The model consists of a set of well-defined components, each of them has its own programming interfaces. For the abstractions, capsule-based programming model [10] is the most popular design in active networks. It is used in ANTS [11] and ASP [12], and they are being supported in ABone. Although they are developed based on the same capsule model, their respective components and interfaces are different. Therefore, programs written in one EE cannot run in anther EE. The conceptual views of the programming models in ANTS and ASP are shown in Figure 1.There are three distinct components in ANTS: application, capsule, and execution environment. There exist user interfaces for the active applications at only the source and destination routers. Then the users can specify their customized actions to the networks. According to the program function, the applications send one or more capsules to carry out the operations. Both applications and capsules operate on top of an execution environment that exports an interface to its internal programming resources. Capsule executes its program at each router it has visited. When it arrives at its destination, the application at destination may either reply it with another capsule or presents this arrival event to the user. One drawback with ANTS is that it only allows “bootstrap” application.Figure 1. Programming Models in ASP and ANTS.In contrast, ASP does not limit its users to run “bootstrap” applications. Its program interfaces are different from ANTS, but there are also has three components in ASP: application client, environment, and AAContext. The application client can run on active or non-active host. It can start an active application by simply sending a request message to the EE. The client presents information to users and allows its users to trigger actions at a nearby active router. AAContext is the core of the network service and its specification is divided into two parts. One part specifies its actions at its source and destination routers. Its role is similar to that of the application in ANTS, except that it does not provide a direct interface with the user. The other part defines its actions when it runs inside the active networks and it is similar to the functional behaviors of a capsule in ANTS.In order to deal with the heterogeneity of these two models, ANSP needs to introduce a new set of programming interfaces and map its interfaces and execution model to those within the routers’ EEs.B. Unified Thread LibraryEach execution environment must ensure the isolation of instance executions, so they do not affect each other or accessThe authors appreciate the Nortel Institute for Telecommunications (NIT) at the University of Toronto to allow them to access the computing facilitiesothers’ information. There are various ways to enforce the access control. One simple way is to have one virtual machine for one instance of active applications. This relies on the security design in the virtual machines to isolate services. ANTS is one example that is using this method. Nevertheless, the use of multiple virtual machines requires relatively large amount of resources and may be inefficient in some cases. Therefore, certain environments, such as ASP, allow network services to run within a virtual machine but restrict the use of their services to a limited set of libraries in their packages. For instance, ASP provides its thread library to enforce access control. Because of the differences in these types of thread mechanism, ANSP devises a new thread library to allow uniform accesses to different thread mechanisms.C. Soft-StoreSoft-store allows capsule to insert and retrieve information at a router, thus allowing more than one capsules to exchange information within a network. However, problem arises when a network service can execute under different environments within a router. The problem occurs especially when a network service inserts its soft-store information in one environment and retrieves its data at a later time in another environment at the same router. Due to the fact that execution environments are not allowed to exchange information, the network service cannot retrieve its previous data. Therefore, our ANSP framework needs to take into account of this problem and provides soft-store mechanism that allows universal access of its data at each router.D. Global View of a Unified NetworkWhen an active application is written with ANSP, it can execute on different environment seamlessly. The previously smaller and partitioned networks based on different EEs can now be merging into one large active network. It is then necessary to advise the network topology across the networks. However, different execution environments have different addressing schemes and proprietary routing protocols. In order to merge these partitions together, ANSP must provide a new unified addressing scheme. This new scheme should be interpretable by any environments through appropriate translations with the ANSP. Upon defining the new addressing scheme, a new routing protocol should be designed to operate among environments to exchange topology information. This allows each environment in a network to have a complete view of its network topology.E. Language-Independent ModelExecution environment can be programmed in any programming language. One of the most commonly used languages is Java [13] due to its dynamic code loading capability. In fact, both ANTS and ASP are developed in Java. Nevertheless, the active network architecture shown in Figure 2 does not restrict the use of additional environments that are developed in other languages. For instance, the active network daemon, anted, in Abone provides a workspace to execute multiple execution environments within a router. PLAN, for example, is implemented in Ocaml that will be deployable on ABone in future. Although the current active network is designed to deploy multiple environments that can be in any programming languages, there lacks the tool to allow active applications to run seamlessly upon these environments. Hence, one of the issues that ANSP needs to address is to design a programming model that can work with different programming languages. Although our current prototype only considers ANTS and ASP in its design, PLAN will be the next target to address the programming language issue and to improve the design of ANSP.Figure 2. ANSP Framework Model.F. Heterogeneity of Capsule Header StructureThe structures of the capsule headers are different in different EEs. They carries capsule-related information, for example, the capsule types, sources and destinations. This information is important when certain decision needs to be made within its target environment. A unified model should allow its program code to be executed on different environments. However, the capsule header prevents different environments to interpret its information successfully. Therefore, ANSP should carry out appropriate translation to the header information before the target environment receives this capsule.III. ANSP P ROGRAMMING M ODELWe have outlined the design issues encountered with the ANSP. In the following, the design of the programming model in ANSP will be discussed. This proposed framework provides a set of unified programming interfaces that allows active applications to work on all execution environments. The framework is shown in Figure 2. It is composed of two layers integrated within the active network architecture. These two layers can operate independently without the other layer. The upper layer provides a unified programming model to active applications. The lower layer provides appropriate translation procedure to the ANSP applications when it is processed by different environments. This service is necessary because each environment has its own header definition.The ANSP framework provides a set of programming calls which are abstractions of ANSP services and resources. A capsule-based model is used for ANSP, and it is currently extended to map to other capsule-based models used in ANTSand ASP. The mapping possibility to other models remains as our future works. Hence, the mapping technique in ANSP allows any ANSP applications to access the same programming resources in different environments through a single set of interfaces. The mapping has to be done in a consistent and transparent manner. Therefore, the ANSP appears as an execution environment that provides a complete set of functionalities to active applications. While in fact, it is an overlay structure that makes use of the services provided from the underlying environments. In the following, the high-level functional descriptions of the ANSP model are described. Then, the implementations will be discussed. The ANSP programming model is based upon the interactions between four components: application client , application stub , capsule , and active service base.Figure 3. Information Flow with the ANSP.•Application Client : In a typical scenario, an active application requires some means to present information to its users, e.g., the state of the networks. A graphical user interface (GUI) is designed to operate with the application client if the ANSP runs on a non-active host.•Application Stub : When an application starts, it activates the application client to create a new instance of application stub at its near-by active node. There are two responsibilities for the application stub. One of them is to receive users’ instructions from the application client. Another one is to receive incoming capsules from networks and to perform appropriate actions. Typically, there are two types of actions, thatare, to reply or relay in capsules through the networks, or to notify the users regarding the incoming capsule. •Capsule : An active application may contain several capsule types. Each of them carries program code (also referred to as forwarding routine). Since the application defines a protocol to specify the interactions among capsules as well as the application stubs. Every capsule executes its forwarding routine at each router it visits along the path between the source and destination.•Active Service Base : An active service base is designed to export routers’ environments’ services and execute program calls from application stubs and capsules from different EEs. The base is loaded automatically at each router whenever a capsule arrives.The interactions among components within ANSP are shown in Figure 3. The designs of some key components in the ANSP will be discussed in the following subsections. A. Capsule (ANSPCapsule)ANSPXdr decode () ANSPXdr encode () int length ()Boolean execute ()New types of capsule are created by extending the abstract class ANSPCapsule . New extensions are required to define their own forwarding routines as well as their serialization procedures. These methods are indicated below:The execution of a capsule in ANSP is listed below. It is similar to the process in ANTS.1. A capsule is in serial binary representation before it issent to the network. When an active router receives a byte sequence, it invokes decode() to convert the sequence into a capsule. 2. The router invokes the forwarding routine of thecapsule, execute(). 3. When the capsule has finished its job and forwardsitself to its next hop by calling send(), this call implicitly invokes encode() to convert the capsule into a new serial byte representation. length() isused inside the call of encode() to determine the length of the resulting byte sequence. ANSP provides a XDR library called ANSPXdr to ease the jobs of encoding and decoding.B. Active Service Base (ANSPBase)In an active node, the Active Service Base provides a unified interface to export the available resources in EEs for the rest of the ANSP components. The services may include thread management, node query, and soft-store operation, as shown in Table 1.TABLE I. ACTIVE SERVICE BASE FUNCTION CALLSFunction Definition Descriptionboolean send (Capsule, Address) Transmit a capsule towards its destination using the routing table of theunderlying environment.ANSPAddress getLocalHost () Return address of the local host as an ANSPAddress structure. This isuseful when a capsule wants to check its current location.boolean isLocal (ANSPAddress) Return true if its input argument matches the local host’s address andreturn false otherwise.createThread () Create a new thread that is a class ofANSPThreadInterface (discussed later in Section VIA “Unified Thread Abstraction”).putSStore (key, Object) Object getSStore (key) removeSStore (key)The soft-store operations are provided by putSStore(), getSSTore(), and removeSStore(), and they put, retrieve, and remove data respectively. forName (PathName) Supported in ANSP to retrieve a classobject corresponding to the given path name in its argument. This code retrieval may rely on the code loading mechanism in the environment whennecessary.C. Application Client (ANSPClient)boolean start (args[])boolean start (args[],runningEEs) boolean start (args[],startClient)boolean start (args[],startClient, runningEE)Application Client is an interface between users and the nearby active source router. It does the following responsibilities.1. Code registration: It may be necessary to specify thelocation and name of the application code in some execution environments, e.g., ANTS. 2. Application initialization: It includes selecting anexecution environment to execute the application among those are available at the source router. Each active application can create an application client instance by extending the abstract class, ANSPClient . The extension inherits a method, start(), to automatically handle both the registration and initialization processes. All overloaded versions of start() accept a list of arguments, args , that are passed to the application stub during its initialization. An optional argument called runningEEs allows an application client to select a particular set of environment variables, specified by a list of standardized numerical environment ID, the ANEP ID, to perform code registration. If this argument is not specified, the default setting can only include ANTS and ASP. D. Application Stub (ANSPApplication)receive (ANSPCapsule)Application stubs reside at the source and destination routers to initialize the ANSP application after the application clients complete the initialization and registration processes. It is responsible for receiving and serving capsules from the networks as well as actions requested from the clients. A new instance is created by extending the application client abstract class, ANSPApplication . This extension includes the definition of a handling routine called receive(), which is invoked when a stub receives a new capsule.IV. ANSP E XAMPLE : T RACE -R OUTEA testbed has been created to verify the design correctnessof ANSP in heterogeneous environments. There are three types of router setting on this testbed:1. Router that contains ANTS and a ANSP daemonrunning on behalf of ASP; 2. Router that contains ASP and a ANSP daemon thatruns on behalf of ANTS; 3. Router that contains both ASP and ANTS.The prototype is written in Java [11] with a traceroute testing program. The program records the execution environments of all intermediate routers that it has visited between the source and destination. It also measures the RTT between them. Figure 4 shows the GUI from the application client, and it finds three execution environments along the path: ASP, ANTS, and ASP. The execution sequence of the traceroute program is shown in Figure 5.Figure 4. The GUI for the TRACEROUTE Program.The TraceCapsule program code is created byextending the ANSPCapsule abstract class. When execute() starts, it checks the Boolean value of returning to determine if it is returning from the destination. It is set to true if TraceCapsule is traveling back to the source router; otherwise it is false . When traveling towards the destination, TraceCapsule keeps track of the environments and addresses of the routers it has visited in two arrays, path and trace , respectively. When it arrives at a new router, it calls addHop() to append the router address and its environment to these two arrays. When it finally arrives at the destination, it sets returning to false and forwards itself back to the source by calling send().When it returns to source, it invokes deliverToApp() to deliver itself to the application stub that has been running at the source. TraceCapsule carries information in its data field through the networks by executing encode() and decode(), which encapsulates and de-capsulates its data using External Data Representation (XDR) respectively. The syntax of ANSP XDR follows the syntax of XDR library from ANTS. length() in TraceCapsule returns the data length, or it can be calculated by using the primitive types in the XDRlibrary.Figure 5. Flow of the TRACEROUTE Capsules.V. C ONCLUSIONSIn this paper, we present a new unified layered architecture for active networks. The new model is known as Active Network Socket Programming (ANSP). It allows each active application to be written once and run on multiple environments in active networks. Our experiments successfully verify the design of ANSP architecture, and it has been successfully deployed to work harmoniously with ANTS and ASP without making any changes to their architectures. In fact, the unified programming interface layer is light-weighted and can be dynamically deployable upon request.R EFERENCES[1] D.D. Clark, D.L. Tennenhouse, “Architectural Considerations for a NewGeneration of Protocols,” in Proc. ACM Sigcomm’90, pp.200-208, 1990. [2] D. Tennenhouse, J. M. Smith, W. D. Sicoskie, D. J. Wetherall, and G. J.Minden, “A survey of active network research,” IEEE Communications Magazine , pp. 80-86, Jan 1997.[3] D. Wetherall, U. Legedza, and J. Guttag, “Introducing new internetservices: Why and how,” IEEE Network Magazine, July/August 1998. [4] M. Fry, A. Ghosh, “Application Layer Active Networking,” in ComputerNetworks , Vol.31, No.7, pp.655-667, 1999.[5] K. W. Chin, “An Investigation into The Application of Active Networksto Mobile Computing Environments”, Curtin University of Technology, March 2000.[6] S. Bhattacharjee, K. L. Calvert, and E. W. Zegura, “Self OrganizingWide-Area Network Caches”, Proc. IEEE INFOCOM ’98, San Francisco, CA, 29 March-2 April 1998.[7] L. H. Leman, S. J. Garland, and D. L. Tennenhouse, “Active ReliableMulticast”, Proc. IEEE INFOCOM ’98, San Francisco, CA, 29 March-2 April 1998.[8] D. Descasper, G. Parulkar, B. Plattner, “A Scalable, High PerformanceActive Network Node”, In IEEE Network, January/February 1999.[9] E. L. Nygren, S. J. Garland, and M. F. Kaashoek, “PAN: a high-performance active network node supporting multiple mobile code system”, In the Proceedings of the 2nd IEEE Conference on Open Architectures and Network Programming (OpenArch ’99), March 1999. [10] D. L. Tennenhouse, and D. J. Wetherall. “Towards an Active NetworkArchitecture”, In Proceeding of Multimedia Computing and Networking , January 1996.[11] D. J. Wetherall, J. V. Guttag, D. L. Tennenhouse, “ANTS: A toolkit forBuilding and Dynamically Deploying Network Protocols”, Open Architectures and Network Programming, 1998 IEEE , 1998 , Page(s): 117 –129.[12] B. Braden, A. Cerpa, T. Faber, B. Lindell, G. Phillips, and J. Kann.“Introduction to the ASP Execution Environment”: /active-signal/ARP/index.html .[13] “The java language: A white paper,” Tech. Rep., Sun Microsystems,1998.。
外文翻译
沈阳航空航天大学毕业设计外文翻译学院自动化学院专业运载器这测试技术班级94070301学号2009040510011姓名李万峰指导教师崔建国负责教师崔建国沈阳航空航天大学2013年6月Aeroengine condition monitoring system design study Design research abstract: the aircraft engine condition monitoring system for a certain type of aircraft engine as the research object, discussed the engine state monitoring system design and implementation, this paper mainly discusses the status monitoring system of the overall design, system software and hardware development and testing and redundancy design, and in the design of engine state monitoring system, introduced the embedded PC / 104 modules.In order to make the state monitoring system has a better scalability and adaptability, the system designed can work in three ways: airborne operation mode, data playback mode and ground test run mode, through these way for automatic monitoring of engine state parameter, for the state of the engine trend analysis, fault diagnosis, and as to provide scientific basis for maintenance.Key words: the engine condition monitoring;PC / 104;Redundant design.0.The introductionAs the power source of the airplane flight, aircraft engine research is a very complex process, the aircraft engine test as the development of the three pillars (calculation, manufacture and test), one of its importance is self-evident, it turns out, mainly consisted ofengine test, rather than by calculation and analysis.For the development of an aircraft engine group, is flat, how we can decide the how developed horizontal engine.For aircraft engine manufacture, condition monitoring is an important examination method of engine performance, by condition monitoring and testing work is to adjust the engine performance and break-in, check the manufacturing or overhaul quality, finally gives the engine factory performance report purpose, therefore the accurate and reliable test method for state monitoring to ensure the quality of the engine has the vital significance.As we all know, the engine vibration and high noise in the process of work and the strong jamming signal, all parameters to the variety of the monitoring system puts forward higher requirements.Especially with the improvement of engine performance, real-time monitoring of the parameters needed for condition monitoring is becoming more and more people continue to explore new testing technology for many years, to adapt to the increasingly development of engine test technology requirements. 1. The condition monitoring system overall designThe condition monitoring system is designed for a certain type of turbofan engine, the engine monitoring system of the input signal is part of a total of 17 analog, 3 road 16 way switch frequency and quantity, including 17 analog, 3 road frequency quantity through thesignal conditioning circuit into a standard signal conditioning, to lower place machine;Under 16 way switch quantity after adopting the light into a machine.In the data processing part of the need for continuous monitoring of state parameters of the engine, so in the need for signal processing, storage and transmission, the upper machine at the same time, according to the need to receive the signal in real time and if samples values more than its upper and lower give alarm, including buzzer lower place machine and superordination machine screen alarm; PC the data display mode including curve display, digital display, simulation table display and record the browsing;The data communication between upper machine and lower machine way using serial communication.In order to improve the extensibility and adaptability of engine state monitoring system, the system designed can work in three ways: airborne operation mode, data playback mode and ground test mode, including airborne operation mode can be PC / 104 modules separately in the form of the airborne launch during the real flight test, because of the PC / 104 modules, small volume, high reliability, high temperature resistance and resistance to adverse conditions, well adapted to the flight environment, to the parts of the flight state and parameters in the flight details and accurate acquisition, data processing and at the same time, all the data are stored in the solid plate, in order toperform data playback and analysis of engine performance in the future;Data playback mode can be kept in a flight test data sent to the PC via a serial port communication, PC receives the data real-time display, including using digital watch display the data in the form of clear, at the same time also to simulate image, in the form of table of data, and in addition you can also choose to use display mode with the curve will be testing the state parameter of dynamic display, and finally to the received data stored in hard disk;Ground test methods organic combination of the airborne playback mode, operation mode and data will be collected in the process of engine test parameters are processed, then real-time transmitting them via a serial port to the PC [4], PC can display the data in real time again at the same time to save them.In order to improve the reliability of the system, make the system self-check function and redundant Yu Jiegou, according to the system fault conditions to change the modulation circuit or downtime.According to the requirements of aircraft engine test of 20 analog quantity and frequency, and quantity of 16 way switch sampling frequency is set to 20 ms, analog signal processing precision for 12, and all recuperated into 0 ~ 5 V. Synthetically considering the factors, the system's upper machine and lower machine USES the microcomputer, and selects the maturity of the A/D conversion boardand digital I/O board to collect signals, and designed the signal disposal circuit of signal isolation, filtering and amplification processing, transformation into A standard signal.Software used to develop ways to meet the system requirements.According to the working environment temperature, humidity, vibration resistance and anti-interference requirements, choose the PC / 104 bus, and lower place machine and peripheral boards have to choose the PC / 104 module, in order to meet the aircraft airborne equipment requirement for the weight, volume, etc.2.condition monitoring system hardware designBased on the system overall design, the whole monitoring system hardware is shown in figure 1 USES hardware structure classifiers, by A P4 PC and A PC / 104 into A unit, under the lower machine and PC / 104 motherboard, peripheral interface card, and all kinds of circuit, and various peripheral interface card circuit including: 3 PC / 104 A/D conversion board, 2 pieces of PC / 104 digital I/O board, light 1 PC / 104 multi-function acquisition board, terminal board, signal disposal circuit switching circuit and field/testing.PC / 104 motherboards, PC / 104 A/D conversion board and PC / 104 digital light every I/O board implementation of engine simulation signal measure and frequency A/D conversion and collection, as well as to the amount of engine digital signal isolation,and signal data processing of collection, storage and transmission.PC / 104 multi-function acquisition boards and self-inspection/scene switching circuit is used to implement the system self-checking and site data acquisition of switching, and sending self-checking voltage.Signal conditioning circuit to isolation, filtering, amplifying the signal, they transform into standard signal, and then into a machine.PC are used to implement the data acquisition machine by sending data receiving, storage, display and alarm.3.condition monitoring system software designOf the condition monitoring system software module's goal is to develop a set of applicable to the aircraft engine condition monitoring platform system, it can real-time high pressure in the engine working process speed, throttle Angle, displacement, oil injection nozzle location, the fuel flow rate, vibration of X, Y, atmospheric temperature, T, 5, 7 T temperature, oil temperature, oil temperature, hydraulic temperature, car frame under static pressure, the static pressure, high pressure, fuel oil pressure, oil pressure and hydraulic oil pressure, etc. 17 analog and 3 road, frequency, and 16 way switch for data acquisition, processing, storage, operation, such as communication, status display and alarm software running on the upper machine and lower machine respectively, system specific features include:3. 1 state parameter real-time collection and processingIn the system, complete engine various real-time acquisition of state parameter, and the associated with the state parameter of processing and calculation, and the deviations from the normal range of state parameters on the tag, to analyze the engine working condition.3. 2 real-time status parameters and playback data transmission On the surface of the test mode and online data playback mode, a machine under the PC / 104 collected status parameters via a serial port in real-time transmission to the PC, and save to the database ona PC.3.3 status monitoring and real-time data controls and related to useof drawing tools to simulate the acquisition state parameters of the digital display and the table shows, and draw the time curve so that the observation parameter of the parameters of the dynamic change and trend of the future, which can monitor the working state of the engine at different times, to achieve the purpose of condition monitoring.3. 4 alarm output and prin tWhen the collection to the state of the parameter values deviate from normal range after, through the voice warning color tooperating personnel, location, and display alarming information, and all the warning point data can be extracted for display, analysis and printing.4 self-checking system and redundancy design4.1 self-checking system signal disposal system is an important part of general data acquisition system, regulate won't create any problems for digital signal, however, on the choice of design and physical components is difficult to guarantee the analog channel signal input and output equals the absolute, for analog signal data acquisition system of the main source of error is the system error, so the data must be taken into account the error and error correction to improve the accuracy of the data, apparently, error correction is mainly in view of the analog channel is concerned.Signal conditioning part in use after period of time there is a deviation, error characteristics of the analog channel may over time slowly changing, digital channel and analog channel in the system is more, the number of regular manual measurement of the integrity of each channel and channel characteristics is impossible, so a self-checking system is designed to meet this requirement, the system of self-inspection system consists of two functions: testing the correctness of the regulate channel;Calculation error characteristics of the analog channel.The self-checking system regularly or notregularly by the system automatically or artificial trigger switch schematic diagram.The implementation of the self-checking process is as follows: (1) Under the PC / 104 a self-inspection program in the machine through the PC / 104 multi-function acquisition boards to K port the self-check voltage of 5 V, the system enters the self-check state. (2) through the PC / 104 multi-function acquisition boards sent TA and TD ports respectively simulated self-checking voltage and voltage digital testing.(3) through the PC / 104 A/D conversion board and PC / 104 digital I/O board is introspected the signal acquisition.(4) the self-inspection program to analyze self-checking signal data processing.Due to the condition monitoring system's environment is very bad, and the running time of the engine condition monitoring system is generally is very long, so the signal disposal circuit selects high reliability of the components as far as possible, at the same time in order to prevent failure in the operation of the system part caused by failure, you should also use redundant circuits to improve system reliability and accuracy, and in some cases, monitoring system for each signal all the way to increase a same function of redundancy control circuit, in order to increase its reliability.Because of the monitoring system as part of the airborne equipment, thereforeshould be on the basis of considering the equipment volume up and improve the reliability of system, the system monitoring data according to the circuit characteristics to consider redundancy control circuit design.In the system of the communist party of China 17 frequency analog and 3 road, which is divided into 6 groups, signals are grouped as shown in table 1, including 17 road analog was divided into 5 groups, 3 road frequency quantity is 1 set alone, each group use the same signal disposal circuit undertake recuperating, therefore, the redundancy of the system circuit design, make full use of the conditions in each group share a redundant signal regulate circuit, namely each group use the same modulation circuit, respectively, using the original control signal in normal operation of circuit, when the set is in any way the signal conditioning circuit failure occurs, can switch to the standby redundancy control circuit, continuing state monitoring, so as to improve the accuracy and reliability of system, due to the signal in each group share a conditioning circuit, and will initially need to increase redundant 20 road son signal disposal circuit module circuit, reduced to simply add no.6 redundancy sub circuit for signal disposal circuit, greatly reducing the regulate the number of sub circuit, and improve the accuracy and reliability of the system. According to the above analysis of the monitoring system formonitoring signal and modulation circuit, design of the nursing child son/redundant circuit switching circuit, the event of a failure regulate circuit and redundant circuit switching process is as follows :2sin ()2sin x y u t x-=++ (14) W (t) is the output of the hysteresis system.Assuming that w (t) is equal to zero, then the system is not stable, because for any x.2sin ()2sin x y u t x -=++ > 0.During the simulation, using the generalized RBF neural network for modeling of inverse hysteresis model.Input control signal for r = 6.5 sin2.3 t and the output of the neural network inverse model for v (t), as shown in figure 3, the model by the neural network inverse hysteresis system under the action of single output for 1 w (t), as shown in figure 4.As can be seen from the figure 3 and figure 4, greatly weakened, hysteresis andhysteresis phenomenon basically eliminated.Parameters of PID controller is: p = 70 K, K (I) = 0.005 K d = 0.Bang - Bang control rule is: A = 1.5, K B = 50, Sp and Sp 1 2 are 0.03 and 0.02 respectively.The figure 5 is not plus Bang - Bang control simulation results, namely for the NPID control, figure 6, 7, 8, and Bang - Bang control after NBPID control simulation results. 4 conclusion Has good characteristics through the use of generalized RBF neural network, direct inverse model of hysteresis system modeling, andthen use the inverse model of the implementation of feedforward control, can greatly reduce the hysteresis phenomenon.By joining Bang - Bang control, can effectively control error.As can be seen from the simulation results, based on feedforward control plus Bang - Bang control of PID control, the hysteresis system can be effectively controlled.This method can also be extended to other types of hysteresis control system.References:[ 1] Hamdan M, Gao Z Q. A novel PID controller fo r pneumat icproportio nal valv es with hyster esis [ J ] . IEEE, 2000, 2:1198- 1201. [ 2] Zhao Hongwei, etc. Piezoelectric ceramic actuator in the application of flexible manipulator robot research [J]. Journal of piezoelectric and acoustics, 2000, 22 (3) : 173-176.[ 3] Choi G S, Kim H S, Cho i G H. A study on position controlof piezoelectric acuators [ A] . ISIE’ 97 [ C] . Portug al,1997.[ 4] Tao G, Kokotovic P V. Adaptive contr ol of plants w ith unknow n hysteresis [ J] . IEEE Tr ans. Autom. Contr. 1995,40( 2) : 200- 212.[ 5] SU C Y, Stepanenko Y, Svoboda J, et al. Robust adaptive contro l of a class of nonlinear systems [ J] . IEEE T ran. Au.to. Con. 2000, 45( 12) : 2427- 2432.[ 6] Cruz- Her nndez J M, Hayward V. Phase control approach to hyster esis reduction [ J] . IEEE Tran. on Contr . Sys.Tech. 2001, 9( 1) : 17- 26.[ 7] Hwang C L, Jan C, Chen Y H. Piezomechanics using intelligent variable- structure control [ J] . IEEE Tran. o n Industrial Electo nics. 2001, 48( 1) : 47- 59.[ 8] Han J M. T. A. Adriaens. Willem L. de Koning , ReinderBanning. Modeling piezo electric actuators [ J ] . IEEE/ASME Tran. Mech. 2000, 5( 4) : 331- 341.[ 9]wang yong ji stuff. Neural network control [M]. Machinery industry press,[ 10] Hay kin S. Neur al Networks[ M] . Prentice- Hall I nc. 1999.航空发动机状态监测系统设计研究康文雄、李华聪、杨勇柯( 1. 华南理工大学, 广东广州510640; 2. 西北工业大学, 陕西西安710072)摘要: 以某型航空发动机为研究对象, 讨论了发动机状态监测系统的设计和实现, 主要探讨了状态监测系统的总体设计, 软硬件开发及自检系统和冗余设计, 并在发动机状态监测系统的设计中引入了嵌入式PC/ 104 模块。
毕设外文文献+翻译1
毕设外文文献+翻译1外文翻译外文原文CHANGING ROLES OF THE CLIENTS、ARCHITECTSAND CONTRACTORS THROUGH BIMAbstract:Purpose –This paper aims to present a general review of the practical implications of building information modelling (BIM) based on literature and case studies. It seeks to address the necessity for applying BIM and re-organising the processes and roles in hospital building projects. This type of project is complex due to complicated functional and technical requirements, decision making involving a large number of stakeholders, and long-term development processes.Design/methodology/approach–Through desk research and referring to the ongoing European research project InPro, the framework for integrated collaboration and the use of BIM are analysed.Findings –One of the main findings is the identification of the main factors for a successful collaboration using BIM, which can be recognised as “POWER”: product information sharing (P),organisational roles synergy (O), work processes coordination (W), environment for teamwork (E), and reference data consolidation (R).Originality/value –This paper contributes to the actual discussion in science and practice on the changing roles and processes that are required to develop and operate sustainable buildings with the support of integrated ICT frameworks and tools. It presents the state-of-the-art of European research projects and some of the first real cases of BIM application inhospital building projects.Keywords:Europe, Hospitals, The Netherlands, Construction works, Response flexibility, Project planningPaper type :General review1. IntroductionHospital building projects, are of key importance, and involve significant investment, and usually take a long-term development period. Hospital building projects are also very complex due to the complicated requirements regarding hygiene, safety, special equipments, and handling of a large amount of data. The building process is very dynamic and comprises iterative phases and intermediate changes. Many actors with shifting agendas, roles and responsibilities are actively involved, such as: the healthcare institutions, national and local governments, project developers, financial institutions, architects, contractors, advisors, facility managers, and equipment manufacturers and suppliers. Such building projects are very much influenced, by the healthcare policy, which changes rapidly in response to the medical, societal and technological developments, and varies greatly between countries (World Health Organization, 2000). In The Netherlands, for example, the way a building project in the healthcare sector is organised is undergoing a major reform due to a fundamental change in the Dutch health policy that was introduced in 2008.The rapidly changing context posts a need for a building with flexibility over its lifecycle. In order to incorporate life-cycle considerations in the building design, construction technique, and facility management strategy, a multidisciplinary collaboration is required. Despite the attempt for establishing integrated collaboration, healthcare building projects still facesserious problems in practice, such as: budget overrun, delay, and sub-optimal quality in terms of flexibility, end-user?s dissatisfaction, and energy inefficiency. It is evident that the lack of communication and coordination between the actors involved in the different phases of a building project is among the most important reasons behind these problems. The communication between different stakeholders becomes critical, as each stakeholder possesses different setof skills. As a result, the processes for extraction, interpretation, and communication of complex design information from drawings and documents are often time-consuming and difficult. Advanced visualisation technologies, like 4D planning have tremendous potential to increase the communication efficiency and interpretation ability of the project team members. However, their use as an effective communication tool is still limited and not fully explored. There are also other barriers in the information transfer and integration, for instance: many existing ICT systems do not support the openness of the data and structure that is prerequisite for an effective collaboration between different building actors or disciplines.Building information modelling (BIM) offers an integrated solution to the previously mentioned problems. Therefore, BIM is increasingly used as an ICT support in complex building projects. An effective multidisciplinary collaboration supported by an optimal use of BIM require changing roles of the clients, architects, and contractors; new contractual relationships; and re-organised collaborative processes. Unfortunately, there are still gaps in the practical knowledge on how to manage the building actors to collaborate effectively in their changing roles, and todevelop and utilise BIM as an optimal ICT support of the collaboration.This paper presents a general review of the practical implications of building information modelling (BIM) based on literature review and case studies. In the next sections, based on literature and recent findings from European research project InPro, the framework for integrated collaboration and the use of BIM are analysed. Subsequently, through the observation of two ongoing pilot projects in The Netherlands, the changing roles of clients, architects, and contractors through BIM application are investigated. In conclusion, the critical success factors as well as the main barriers of a successful integrated collaboration using BIM are identified.2. Changing roles through integrated collaboration and life-cycle design approachesA hospital building project involves various actors, roles, and knowledge domains. In The Netherlands, the changing roles of clients, architects, and contractors in hospital building projects are inevitable due the new healthcare policy. Previously under the Healthcare Institutions Act (WTZi), healthcare institutions were required to obtain both a license and a building permit for new construction projects and major renovations. The permit was issued by the Dutch Ministry of Health. The healthcare institutions were then eligible to receive financial support from the government. Since 2008, new legislation on the management of hospital building projects and real estate has come into force. In this new legislation, a permit for hospital building project under the WTZi is no longer obligatory, nor obtainable (Dutch Ministry of Health, Welfare and Sport, 2008). This change allows more freedom from the state-directed policy, and respectively,allocates more responsibilities to the healthcare organisations to deal with the financing and management of their real estate. The new policy implies that the healthcare institutions are fully responsible to man age and finance their building projects and real estate. The government?s support for the costs of healthcare facilities will no longer be given separately, but will be included in the fee for healthcare services. This means that healthcare institutions must earn back their investment on real estate through their services. This new policy intends to stimulate sustainable innovations in the design, procurement and management of healthcare buildings, which will contribute to effective and efficient primary healthcare services.The new strategy for building projects and real estate management endorses an integrated collaboration approach. In order to assure the sustainability during construction, use, and maintenance, the end-users, facility managers, contractors and specialist contractors need to be involved in the planning and design processes. The implications of the new strategy are reflected in the changing roles of the building actors and in the new procurement method.In the traditional procurement method, the design, and its details, are developed by the architect, and design engineers. Then, the client (the healthcare institution) sends an application to the Ministry of Healthto obtain an approval on the building permit and the financial support from the government. Following this, a contractor is selected through a tender process that emphasises the search for the lowest-price bidder. During the construction period, changes often take place due to constructability problems of the design and new requirements from the client.Because of the high level of technical complexity, and moreover, decision-making complexities, the whole process from initiation until delivery of a hospital building project can take up to ten years time. After the delivery, the healthcare institution is fully in charge of the operation of the facilities. Redesigns and changes also take place in the use phase to cope with new functions and developments in the medical world.The integrated procurement pictures a new contractual relationship between the parties involved in a building project. Instead of a relationship between the client and architect for design, and the client and contractor for construction, in an integrated procurement the client only holds a contractual relationship with the main party that is responsible for both design and construction. The traditional borders between tasks and occupational groups become blurred since architects, consulting firms, contractors, subcontractors, and suppliers all stand on the supply side in the building process while the client on the demand side. Such configuration puts the architect, engineer and contractor in a very different position that influences not only their roles, but also their responsibilities, tasks and communication with the client, the users, the team and other stakeholders.The transition from traditional to integrated procurement method requires a shift of mindset of the parties on both the demand and supply sides. It is essential for the client and contractor to have a fair and open collaboration in which both can optimally use their competencies. The effectiveness of integrated collaboration is also determined by the client?s capacity and strategy to organize innovative tendering procedures.A new challenge emerges in case of positioning an architect in a partnership with the contractor instead of with the client. In case of the architect enters a partnership with the contractor, an important issues is how to ensure the realisation of the architectural values as well as innovative engineering through an efficient construction process. In another case, the architect can stand at the client?s side in a strategic advisory role instead of being the designer. In this case, the architect?s responsibility is translating client?s requirements and wishes into the architectural values to be included in the design specification, and evaluating the contractor?s proposal against this. In any of this new role, the architect holds the responsibilities as stakeholder interest facilitator, custodian of customer value and custodian of design models.The transition from traditional to integrated procurement method also brings consequences in the payment schemes. In the traditional building process, the honorarium for the architect is usually based on a percentage of the project costs; this may simply mean that the more expensive the building is, the higher the honorarium will be. The engineer receives the honorarium based on the complexity of the design and the intensity of the assignment. A highly complex building, which takes a number of redesigns, is usually favourable for the engineers in terms of honorarium. A traditional contractor usually receives the commission based on the tender to construct the building at the lowest price by meeting the minimum specifications given by the client. Extra work due to modifications is charged separately to the client. After the delivery, the contractor is no longer responsible for the long-term use of the building. In the traditional procurement method, all risks are placed with theclient.In integrated procurement method, the payment is based on the achieved building performance; thus, the payment is non-adversarial. Since the architect, engineer and contractor have a wider responsibility on the quality of the design and the building, the payment is linked to a measurement system of the functional and technical performance of the building over a certain period of time. The honorarium becomes an incentive to achieve the optimal quality. If the building actors succeed to deliver a higher added-value thatexceed the minimum client?s requirements, they will receive a bonus in accordance to the client?s extra gain. The level of transparency is also improved. Open book accounting is an excellent instrument provided that the stakeholders agree on the information to be shared and to its level of detail (InPro, 2009).Next to the adoption of integrated procurement method, the new real estate strategy for hospital building projects addresses an innovative product development and life-cycle design approaches. A sustainable business case for the investment and exploitation of hospital buildings relies on dynamic life-cycle management that includes considerations and analysis of the market development over time next to the building life-cycle costs (investment/initial cost, operational cost, and logistic cost). Compared to the conventional life-cycle costing method, the dynamic life-cycle management encompasses a shift from focusing only on minimizing the costs to focusing on maximizing the total benefit that can be gained. One of the determining factors for a successful implementation of dynamic life-cycle management is the sustainable design of the building and building components, which means that the design carriessufficient flexibility to accommodate possible changes in the long term (Prins, 1992).Designing based on the principles of life-cycle management affects the role of the architect, as he needs to be well informed about the usage scenarios and related financial arrangements, the changing social and physical environments, and new technologies. Design needs to integrate people activities and business strategies over time. In this context, the architect is required to align the design strategies with the organisational, local and global policies on finance, business operations, health and safety, environment, etc.The combination of process and product innovation, and the changing roles of the building actors can be accommodated by integrated project delivery or IPD (AIA California Council, 2007). IPD is an approach that integrates people, systems, business structures and practices into a process that collaboratively harnesses the talents and insights of all participants to reduce waste and optimize efficiency through all phases of design, fabrication and construction. IPD principles can be applied to a variety of contractual arrangements. IPD teams will usually include members well beyond the basic triad of client, architect, and contractor. At a minimum, though, an Integrated Project should include a tight collaboration between the client, the architect, and the main contractor ultimately responsible for construction of the project, from the early design until the project handover. The key to a successful IPD is assembling a team that is committed to collaborative processes and is capable of working together effectively. IPD is built on collaboration. As a result, it can only be successful if the participants share and apply common values and goals.3. Changing roles through BIM applicationBuilding information model (BIM) comprises ICT frameworks and tools that can support the integrated collaboration based on life-cycle design approach. BIM is a digital representation of physical and functional characteristics of a facility. As such it serves as a shared knowledge resource for information about a facility forming a reliable basis for decisions during its lifecycle from inception onward (National Institute of Building Sciences NIBS, 2007). BIM facilitates time and place independent collaborative working. A basic premise of BIM is collaboration by different stakeholders at different phases of the life cycle of a facility to insert, extract, update or modify information in the BIM to support and reflect the roles of that stakeholder. BIM in its ultimate form, as a shared digital representation founded on open standards for interoperability, can become a virtual information model to be handed from the design team to the contractor and subcontractors and then to the client.BIM is not the same as the earlier known computer aided design (CAD). BIM goes further than an application to generate digital (2D or 3D) drawings. BIM is an integrated model in which all process and product information is combined, stored, elaborated, and interactively distributed to all relevant building actors. As a central model for all involved actors throughout the project lifecycle, BIM develops andevolves as the project progresses. Using BIM, the proposed design and engineering solutions can be measured against the client?s requirements and expected building performance. The functionalities of BIM to support the design process extend to multidimensional (nD), including: three-dimensional visualisation and detailing, clash detection, material schedule, planning, costestimate, production and logistic information, and as-built documents. During the construction process, BIM can support the communication between the building site, the factory and the design office– which is crucial for an effective and efficient prefabrication and assembly processes as well as to prevent or solve problems related to unforeseen errors or modifications. When the building is in use, BIM can be used in combination with the intelligent building systems to provide and maintain up-to-date information of the building performance, including the life-cycle cost.To unleash the full potential of more efficient information exchange in the AEC/FM industry in collaborative working using BIM, both high quality open international standards and high quality implementations of these standards must be in place. The IFC open standard is generally agreed to be of high quality and is widely implemented in software. Unfortunately, the certification process allows poor quality implementations to be certified and essentially renders the certified software useless for any practical usage with IFC. IFC compliant BIM is actually used less than manual drafting for architects and contractors, and show about the same usage for engineers. A recent survey shows that CAD (as a closed-system) is still the major form of technique used in design work (over 60 per cent) while BIM is used in around 20 percent of projects for architects and in around 10 per cent of projects for engineers and contractors.The application of BIM to support an optimal cross-disciplinary and cross-phase collaboration opens a new dimension in the roles and relationships between the building actors. Several most relevant issues are: the new role of a model manager; the agreement on the access right and IntellectualProperty Right (IPR); the liability and payment arrangement according to the type of contract and in relation to the integrated procurement; and the use of open international standards.Collaborative working using BIM demands a new expert role of a model manager who possesses ICT as well as construction process know-how (InPro, 2009). The model manager deals with the system as well as with the actors. He provides and maintains technological solutions required for BIM functionalities, manages the information flow, and improves the ICT skills of the stakeholders. The model manager does not take decisions on design and engineering solutions, nor the organisational processes, but his roles in the chain of decision making are focused on:the development of BIM, the definition of the structure and detail level of the model, and the deployment of relevant BIM tools, such as for models checking, merging, and clash detections;the contribution to collaboration methods, especially decision making and communication protocols, task planning, and risk management;and the management of information, in terms of data flow and storage, identification of communication errors, and decision or process (re-)tracking.Regarding the legal and organisational issues, one of the actual questions is: “In what way does the intellectual property right (IPR) in collaborative working using BIM differ from the IPR in a traditional teamwork?”. In terms of combine d work, the IPR of each element is at tached to its creator. Although it seems to be a fully integrated design, BIM actually resulted from a combination of works/elements; for instance: the outline of the building design, is created by the architect, the design for theelectrical system, is created by the electrical contractor, etc. Thus, in case of BIM as a combined work, the IPR is similar to traditional teamwork. Working with BIM with authorship registration functionalities may actually make it easier to keep track of the IPR.How does collaborative working, using BIM, effect the contractual relationship? On the one hand,collaborative working using BIM does not necessarily change the liability position in the contract nor does it obligate an alliance contract. The General Principles of BIM A ddendum confirms: …This does not effectuate or require a restructuring of contractual relationships or shifting of risks between or among the Project Participants other than as specifically required per the Protocol Addendum and its Attachments? (ConsensusDOCS, 2008). On the other hand, changes in terms of payment schemes can be anticipated. Collaborative processes using BIM will lead to the shifting of activities from to the early design phase. Much, if not all, activities in the detailed engineering and specification phase will be done in the earlier phases. It means that significant payment for the engineering phase, which may count up to 40 per cent of the design cost, can no longer be expected. As engineering work is done concurrently with the design, a new proportion of the payment in the early design phase is necessary.4. Review of ongoing hospital building projects using BIMIn The Netherlands, the changing roles in hospital building projects are part of the strategy, which aims at achieving a sustainable real estate in response to the changing healthcare policy. Referring to literature and previous research, the main factors that influence the success of the changing roles can be concluded as: the implementation of an integrated procurementmethod and a life-cycle design approach for a sustainable collaborative process; the agreement on the BIM structure and the intellectual rights; and the integration of the role of a model manager. The preceding sections have discussed the conceptual thinking on how to deal with these factors effectively. This current section observes two actual projects and compares the actual practice with the conceptual view respectively.The main issues, which are observed in the case studies, are: the selected procurement method and the roles of the involved parties within this method;the implementation of the life-cycle design approach;the type, structure, and functionalities of BIM used in the project;the openness in data sharing and transfer of the model, and the intended use of BIM in the future; and the roles and tasks of the model manager.The pilot experience of hospital building projects using BIM in the Netherlands can be observed at University Medical Centre St Radboud (further referred as UMC) and Maxima Medical Centre (further referred as MMC). At UMC, the new building project for the Faculty of Dentistry in the city of Nijmegen has been dedicated as a BIM pilot project. At MMC, BIM is used in designing new buildings for Medical Simulation and Mother-and-Child Centre in the city of Veldhoven.The first case is a project at the University Medical Centre (UMC) St Radboud. UMC is more than just a hospital. UMC combines medical services, education and research. More than 8500 staff and 3000 students work at UMC. As a part of the innovative real estate strategy, UMC has considered to use BIM for its building projects. The new development of the Faculty ofDentistry and the surrounding buildings on the Kapittelweg in Nijmegen has been chosen as a pilot project to gather practical knowledge and experience on collaborative processes with BIM support.The main ambition to be achieved through the use of BIM in the building projects at UMC can be summarised as follows: using 3D visualisation to enhance the coordination and communication among the building actors, and the user participation in design;integrating the architectural design with structural analysis, energy analysis, cost estimation, and planning;interactively evaluating the design solutions against the programme of requirements and specifications;reducing redesign/remake costs through clash detection during the design process; andoptimising the management of the facility through the registration of medical installations andequipments, fixed and flexible furniture, product and output specifications, and operational data.The second case is a project at the Maxima Medical Centre (MMC). MMC is a large hospital resulted from a merger between the Diaconessenhuis in Eindhoven and St Joseph Hospital in Veldhoven. Annually the 3,400 staff of MMC provides medical services to more than 450,000 visitors and patients. A large-scaled extension project of the hospital in Veldhoven is a part of its real estate strategy. A medical simulation centre and a women-and-children medical centre are among the most important new facilities within this extension project. The design has been developed using 3D modelling with several functionalities of BIM.The findings from both cases and the analysis are as follows.Both UMC and MMC opted for a traditional procurement method in which the client directly contracted an architect, a structural engineer, and a mechanical, electrical and plumbing (MEP) consultant in the design team. Once the design and detailed specifications are finished, a tender procedure will follow to select a contractor. Despite the choice for this traditional method, many attempts have been made for a closer and more effective multidisciplinary collaboration. UMC dedicated a relatively long preparation phase with the architect, structural engineer and MEP consultant before the design commenced. This preparation phase was aimed at creating a common vision on the optimal way for collaboration using BIM as an ICT support. Some results of this preparation phase are: a document that defines the common ambition for the project and the collaborative working process and a semi-formal agreement that states the commitment of the building actors for collaboration. Other than UMC, MMC selected an architecture firm with an in-house engineering department. Thus, the collaboration between the architect and structural engineer can take place within the same firm using the same software application.Regarding the life-cycle design approach, the main attention is given on life-cycle costs, maintenance needs, and facility management. Using BIM, both hospitals intend to get a much better insight in these aspects over the life-cycle period. The life-cycle sustainability criteria are included in the assignments for the design teams. Multidisciplinary designers and engineers are asked to collaborate more closely and to interact with the end-users to address life-cycle requirements. However, ensuring the building actors to engage in an integrated collaboration to generate sustainable design solutions that meet the life-cycle。
毕业设计外文资料翻译sc-pdf
毕业设计外文资料翻译题目甲醇氧化生产甲醛的银催化剂改性学院化学化工学院专业化学工程与工艺班级0803学生许继盟学号20080207167指导教师倪献智二〇一二年三月十五日Catalysts Today, 1996, (28): 239-244.甲醇氧化生产甲醛的银催化剂的改性A.N.Pestryakov摘 要 银催化剂的性能可用Zr ,La , Rb ,C s 的氧化物改性,改性后的银催化剂的物化性能和催化性能已在甲醇的选择性氧化工艺中研究过,甲醇氧化制甲醛工艺中,质量分数为1%-10%的改性添加物会改变载体银的有效电荷及氧化还原性能、金属分散度和其表面扩散、催化剂表面酸度及结焦程度。
当银催化性能改变时,改性物主要影响催化剂活性位(++δn Ag Ag)。
关键词 银催化剂;甲醇氧化为甲醛 1 简介甲醇选择性氧化生产甲醛工艺中使用大量的载体银催化剂[1-3]。
采用不同的非有机添加物对银催化剂进行改性是提高其性能的最有前景的方法之一。
在银催化剂发现之后,人们致力于对其进行改进,以达到提高其催化活性和寿命,降低银使用量和扩展其工艺操作条件的目的。
广泛使用载体以减少银使用量及防止银在“严酷”条件(600-700 ℃)下烧结也是改性方法之一。
但是载体的堆积有限,不同改性化合物的少量添加(质量分数0.1-10%)可以使银可变的催化性能产生较大差异。
在科技和专利文献中提到过很多不同的添加物,它们能改善并激发银的催化性能[3-14]。
在这其中,研究人员提到改性作用的不同机理:银上金属的电子功能和电子密度改变[7-9],O 2吸附的差异[3,10],催化剂表面酸度[11],催化剂表面的机械堵塞[12],添加物的固有催化性质[13,14]。
然而,所有这些仅描述了催化剂改性的几个分散的方面,并没有涉及添加物对银催化剂改性影响的差异。
也没有考虑改性物对银催化剂活性位电子状态的影响。
在本文中,我们研究了改性物对银的性能影响的几个方面[15-18],目的是在甲醇氧化制甲醛工艺中对稀有和稀土金属氧化物反应及银催化剂的电子属性、物化属性和催化属性进行综合研究。
外文翻译
内蒙古科技大学本科毕业生设计(外文翻译)题目:机床刀具设计学生姓名:张兵学号:0964103935专业:机械设计制造及其自动化班级:机械 09-9班指导老师:姜永军英语原文:Design Of Tool Machine PropResearch significanceThe original knife machine control procedures are designed individually, not used tool management system, features a single comparison, the knife only has to find the tool knife, knife positioning the shortest path, axis tool change, but does not support large-scale tool.Automatic knife in the knife election, in the computer memory knife-election on the basis of using the Siemens 840 D features, and the election procedures knife more concise, and complete the space Daotao View. ATC use the knife rapid completion of STEP-7 programming, and have been tested in practice. In the positioning of the knife, PLC controlled modular design method, which future production of similar machines will be very beneficial, it is easy to use its other machine. Automatic tool change systems will be faster growth, reduced tool change time, increase the positioning accuracy tool is an important means to help NC technology development.Tool and inventory components of modern production is an important link in the management, especially for large workshop management. The traditional way of account management, and low efficiency, high error rate, and not sharing information and data, tools and the use of state can not track the life cycle, are unable to meet the current information management needs. With actual production, we have to establish a workshop tool for the three-dimensional tool storage system to meet the knife workshop with auxiliary storage and management needs.The system uses optimization technology, a large number of computer storage inventory information, timely, accurate, and comprehensive tool to reflect the inventory situation. The entire system uses a graphical interface, man-machine dialogue tips from the Chinese menu, select various functions can be realized and the importation of all kinds of information. Management system using online help function. Through the workshop management, network management and sharing of information. Have automated inventory management, warehousing management tool, a tool for the management and statistical functions.1.System components and control structureThe entire system, including the structure and electrical machinery control systems.1.1Mechanical structure and working principleTool from the stent, drive, drive system, Turret, shielding, control system, and electrical components. Support from the column, beam, the upper and lower guide Central track, and track support component.1) Drive for the system chosen VVVF method. Cone used brake motors, with VVVF by Cycloidreducer through sprocket drive.2) Drag a variable frequency drive system and control technology. VVVF adopted, will speed drive shaft in the normal range adjustment to control the speed rotary turret to 5 ~ 30mm in, the drive shaft into two, two under through sprocket, the two profiled rollers Chain driven rotating shelves. Expansion chain adopted by the thread tight regulation swelling, swelling the regular way. - Conditioned, under the same chain-of-conditioning, so that the chain of uniform.3) Turret and shields the entire total of 14 independent Turret. 13 of them as a socket-Turret, as a drawer-Turret, each Turret back through the pin and, under the conveyor chain link chain plate, installed at the bottom roller, chain driven rotating turret rotation along the track. Outlet-Turret and BT50-BT40 Turret Turret two kinds of forms. To strengthen management, security, landscaping modeling, shelf peripherals and shields. Turret-drawer drawer placed at six other Des V oeux a knife, can be categorized with some of knife auxiliary equipment, such as bits, such as turning tools.1.2.The functions of the knifeknife The is the role of reserves a certain number of tools, machine tool spindle in hand to achieve the fungibility a disc cutter knife is the type of library, the chain knives, and other means, in the form of the knife and capacity according to the Machine Tool to determine the scope of the process.mon typesThe knife is a tool storage devices, the common knife mainly in the following forms:(1) the turret knifeIncluding the first level turret vertical turret and the first two, see Figure 2.6 a) and b):(2) the disc cutterDisc knife in the library with discoid knife, cutting tool along See how vertical arrangement (including radial and axial from knife from knife), along See how radial array into acute or arranged in the form of the knife. Simple, compact, more applications, but are ring-cutter, lowutilization of space. Figure 2.7 a) to c). If the knife storage capacity must be increased toincrease the diameter of the knife, then the moment of inertia also increased correspondingly, the election campaign long knife. Tool number not more than 32 general. Cutter was multi-loop order of the space utilization knife, but inevitably given the knife from complex institutions, applicable to the restricted space Machine Tool storage capacity and more occasions. Two-disc structure is two smaller capacity knife on both sides of the sub-spindle place, more compactlayout, the number of certificates corresponding increase knife, apply to small and medium-sized processing center.(3) the chain knifeIncluding single-and multi-ring chain ring chain, chain link can take many forms change, see Figure 2.8 a) to c), thebasic structure shown inFigure 2. 8 doFeatures: knife apply tothe larger capacity of theoccasion, the space of thesmall number ofgenerally applicable tothe tool in the 30-120.Only increase the lengthof the chain tool will increase the number should not be increased circumferential speed of itsmoment of inertia of the knife does not increase the disc as large.(4) linear combination knife and the knife libraryThe linear knife simple structure in Figure 2.9, tool single order, the capacity of small knife, used for CNC lathe and drill press on. Because the location of fixed knife, ATC completed action by the spindle without manipulator. The cutter knife is generally the turret combination turret with a combination of the disc cutter knife and the chain combination. Every single knife the knife certificates of smaller, faster tool change. There are also some intensive drum wheel, and the lattice-type magazine for the knife, the knife-intensive though. Small footprint, but because of structural constraints, basically not used for single processing center, the concentration used for FMS for the knife system.1.4 Tool storage capacityTool storage capacity of the first to consider the needs of processing, from the use of point of view, generally 10 to 40 knives, knife will be the utilization of the high, and the structure iscompact.1.5 Tool options(1) choose to order processing tool according to the order, followed Add to the knife every knife in the Block. Each tool change, the order of rotation of a cutter knife on location, and remove the need knives, has been used by the cutter knife can be returned to the original Block, can also order Add Block, a knife. However, as the knife in the tool in different processes can not be repeated use of the knife must increase the capacity and lower utilization rate.(2) most of the arbitrary choice of the current system of using arbitrary NC election knives, divided into Daotao coding, coding and memory-cutter, three. Daotao coding tool code or knives or Daotao need to install the code used to identify, in accordance with the general principle of binary coding coding. Tool knife election coding method uses a special knife handle structure, and each of the coding tool. Each of the tool has its own code, thereby cutting tool can be in different processes repeatedly used, not to replace the tool back at the original knife, the knife capacity can be reduced accordingly. Memory-election this paper knife, in this way can knives and knife in the position corresponding to the Daotao memory of the PLC in the NC system, no matter which tool on the Inner knife, tool information is always there in mind, PLC . On the knife with position detection devices, will be the location of each Daotao. This tool can be removed and sent back to arbitrary. On the knife is also a mechanical origin, every election, the nearest knife selection.1.6.Control of the knife(1) the knife as a system to control the positioning axis. In the ladder diagram in accordance with the instructions for computing T code comparison of the output angle and speed of instructions to the knife the knife servo drive servo motor. Tool storage capacity, rotation speed, and / deceleration time, and other system parameters can be set in such a manner free from any outside influence positioning accurate and reliable but the cost is higher.(2) knife from the hydraulic motor drives, fast / slow the points, with proximity switches count and positioning. In comparison ladder diagram of the current storage system knife (knife spindle) and goals knife (pre-knife) and computing, then output rotation instructions, judging by the shortest path rotation in place. This approach requires sufficient hydraulic power and electromagnetic valve knife the rotational speed can be adjusted through the throttle. But over time may be oily hydraulic, oil temperature and environmental factors impact the change in velocity and accuracy. Not generally used in large and medium-sized machine tool change frequently.(3) the knife from AC asynchronous motor driven cam mechanism (Markov institutions), with proximity switches count, which means stable operation, and generally accurate and reliablepositioning cam used in conjunction with a mechanical hand, ATC fast-positioning.译文:机床刀具设计课题研究意义机床原来的刀库控制程序是单独设计的,没有采用刀具管理系统,功能也比较单一,只实现了刀库刀具的找刀、刀库最短路径定位、主轴换刀,而且不支持大型刀具。
毕业设计外文翻译原文
Optimum blank design of an automobile sub-frameJong-Yop Kim a ,Naksoo Kim a,*,Man-Sung Huh baDepartment of Mechanical Engineering,Sogang University,Shinsu-dong 1,Mapo-ku,Seoul 121-742,South KoreabHwa-shin Corporation,Young-chun,Kyung-buk,770-140,South KoreaReceived 17July 1998AbstractA roll-back method is proposed to predict the optimum initial blank shape in the sheet metal forming process.The method takes the difference between the ®nal deformed shape and the target contour shape into account.Based on the method,a computer program composed of a blank design module,an FE-analysis program and a mesh generation module is developed.The roll-back method is applied to the drawing of a square cup with the ¯ange of uniform size around its periphery,to con®rm its validity.Good agreement is recognized between the numerical results and the published results for initial blank shape and thickness strain distribution.The optimum blank shapes for two parts of an automobile sub-frame are designed.Both the thickness distribution and the level of punch load are improved with the designed blank.Also,the method is applied to design the weld line in a tailor-welded blank.It is concluded that the roll-back method is an effective and convenient method for an optimum blank shape design.#2000Elsevier Science S.A.All rights reserved.Keywords:Blank design;Sheet metal forming;Finite element method;Roll-back method1.IntroductionIt is important to determine the optimum blank shape of a sheet metal part.However,because its deformation during the forming process is very complicated,it is not easy to design the optimum blank shape even by the skilled labor based on the experience of many years.Recently,computa-tional analysis for a complex automobile part has been able to be carried out easily due to improved computer perfor-mance and the numerical analysis technique.In the analysis process,all kinds of variables that affect the deformation should be considered.The optimum blank shape leads to the prevention of tearing,uniform thickness distribution and to the reduction of the press load during drawing.If the blank shape is designed optimally,the formability will be increased and the ®nal product will require the least amount of trimming at the end of the process.Therefore,it is desirable to design the blank shape with a uniform ¯ange of its periphery after deep drawing.Several numerical solutions for the deep drawing process of non-circular components have been reported.Hasek and Lange [1]gave an analytical solution to this problem usingthe slip-line ®eld-method with the assumption of plane-strain ¯ange deformation.Also,Jimma [2]and Karima [3]used the same method.V ogel and Lee [4]and Chen and Sowerby [5]developed ideal blank shapes by the method of plane-stress characteristics.Sowerby et al.[6]developed a geometric mapping method providing a trans-formation between a ¯at sheet and the ®nal surface.Majlessi and Lee [7,8]developed a multi-stage sheet metal forming analysis method.Chung and Richmond [9±12]determined ideal con®gurations for both the initial and the intermediate stages that are required to form a speci®ed ®nal shape using the ideal forming theory.Lee and Huh [13]introduced a three-dimensional multi-step inverse method for the optimum design of blank shapes.Toh and Kobayashi [14]developed a rigid±plastic ®nite-element method for the drawing of general shapes based on membrane theory and ®nite-strain formulations.Zhaotao [15]used the boundary element method for a 2D potential problem to design optimum blank shapes.This paper presents an optimum design method of blank shapes for the square cup drawing process considering process variables.An optimum blank shape of square cup drawing was obtained using the proposed method.Also,it was applied to the deep drawing of an automobile sub-frame,and an optimum blank shape with a uniform ¯ange at its periphery weredetermined.Journal of Materials Processing Technology 101(2000)31±43*Corresponding author.Tel.: 82-2-705-8635;fax: 82-2-712-0799.E-mail address :nskim@ccs.sogang.ac.kr (Naksoo Kim)0924-0136/00/$±see front matter #2000Elsevier Science S.A.All rights reserved.PII:S 0924-0136(99)00436-72.Design of optimum blank shapeThe de®nition of the optimum blank shape is the mini-mization of the difference between the outer contour of the deformed blank and the target contour that indicates the residual ¯ange of uniform size around the periphery of the product.The target contour is generated from the outer contour of the product and determines an optimum blank shape using the results of ®nite-element simulation with the roll-back method.In the process of blank design the simula-tion is performed using an explicit ®nite-element software PAM-STAMP and the interface program is developed for con-necting the blank design module,the remeshing module,the post-processor module and the FE-analysis package.2.1.Roll-back method`The roll-back method starts by de®ning the target con-tour.After determining the length of the ¯ange that remains around the periphery of the product,the pro®le of the target contour is created by offsetting an equal distance from the outer contour of the product and its mesh system is gener-ated by beam elements.The process of blank design is illustrated in Fig.1.The mesh system of the prepared square blank for initial analysis is shown in Fig.1(a).After an analysis,the mesh system of the deformed blank and the target contour are shown in Fig.1(b).At the ¯ange of the deformed blank,a distinction is made between the interior ¯ange within the target contour and the exterior ¯ange out ofthe target contour.The ¯ange out of the target contour is the part that will be trimmed and the ¯ange within the target contour is the part which does not keep shape is due to the incompletion of the blank shape.Thus the modi®ed blank shape should be designed to take the shape of the outer contour of the product completely.The contour of the modi®ed blank shape using the roll-back method and the initial blank shape is shown in Fig.1(c).The mesh system of the modi®ed blank shape for FE-analysis is shown in Fig.1(d).The blank design method will be introduced in detail.The quarter of the deformed blank and the target contour are shown in Fig.2(a).According to the previous explanation,the remained ¯ange can be divided into the interior and the exterior ¯ange.The design process of region A is shown in Fig.2(b).In the mesh of the deformed blank a square grid IJKL on the target contour will be considered,and then the internal dividing point Q in will be calculated at the ratio of m tonFig.1.Illustrating the process of ®nding the optimum blank:(a)initial blank shape;(b)deformed blank and target contour;(c)roll-back blank and contour;(d)modi®ed blankshape.Fig.2.The roll-back process of a mesh located on the surface of the ¯ange:(a)a mesh located on the surface of the ¯ange;(b)region A:residual drawing part out of target contour;(c)region B:residual drawing part inside the target contour.32J.-Y.Kim et al./Journal of Materials Processing Technology 101(2000)31±43between the node J and K.This point is mapped back into the mesh system of the initial blank.The internal dividing point Q H in is calculated at the ratio of m to n between the same node J H and K H.The following process is performed on the element of the deformed blank on the target contour.The describing point of the outer contour of the modi®ed blank shape can be calculated.If the coordinates of the nodes J and K are J(x1,y1),K(x2,y2)and the coordinates of the nodes J H and K H are J H x H1Y y H1 Y K H x H2Y y H2 ,the ratio of m to n ism X n JQJKX QKJK(1)The coordinate of the internal dividing point Q H in can be expressed asQ H inmx H2 nx H1m nYmy H2 ny H1m n(2)The design process of region B is shown in Fig.2(c).In the mesh of the deformed blank a square grid MNOP of which the outward edge crosses the target contour should be considered,and then the external dividing point Q out can be calculated at the ratio of m to n between nodes O and P.This point is mapped back into the mesh system of the initial blank.The external dividing point Q H out can be calculated at the ratio of m to n between the same nodes Q H and P H.If the coordinates of the nodes O and P are O(x1,y1),P(x2,y2)and the coordinates of the O H and P H are O H x H1Y y H1 Y P H x H2Y y H2 ,the ratio of m to n ism X n OQOPX QPOP(3)The coordinate of the external dividing point Q H out can be expressed asQ H outmx H2Ànx H1Ymy H2Àny H1(4)The following process is performed on all the element of the deformed blank related on the target contour.The points describing the outer contour of modi®ed blank shape can be calculated.When all points of two cases are connected by the spline,the outer contour of modi®ed blank can be described.This process is shown in Fig.3.2.2.The development of the optimum blank design programTo optimize the initial blank shape,a design program was developed following the prescribing method and procedures. This program consists of the blank shaper design module, the mesh generation module and the post-processor module. The whole procedure is illustrated in Fig.4.To perform the design process of a blank shape,an interface module is needed.This module is developed to read the output®le of ®nite-element analysis and design the optimum blank shape and generate the input®le.3.Designs of blank shape and application3.1.Blank design of a square cupTo verify the validity of the roll-back method,it is applied to the process of square cup deep drawing.Several numerical solutions of the deep drawing process for non-circular components have been reported recently.The pub-lished blank shapes by Lee and coworkers[16±18]are compared with the resultusing the roll-back method.The Fig.3.Flowchart of the blank design module.Fig.4.Flow chart of the main program.J.-Y.Kim et al./Journal of Materials Processing Technology101(2000)31±4333dimensions of the die and punch set for an analysis are shown in Fig.5.The material of the sheet metal is cold-rolled steel for an automobile part.The following are the material propertiesand process variables.Stress±strain relation:"s58X 78Â 0X 00003 "e0X 274 kgf a mm 2 ;Lankford value:"R 1X 679;initial blank size:160mm Â160mm square blank;initial thickness:t 0.69mm;friction coef®cient:m 0.123;and blank-holding force:4000kgf (1kgf 9.81N).The deformed shapes of the square cup obtained from the initial blank and the optimum blank are shown in Fig.6.Inthe present work the optimum blank shape for a square cup that is of 40mm height and 5mm width of ¯ange will be determined.Each modi®ed blank shape after the application of the roll-back method is illustrated in Fig.7.When an 160mm Â160mm square blank is used for an initial blank the outer contour of deformed blank is shown in Fig.7(a).A ®rst modi®ed blank shape can be calculated with the result of the initial square blank.An analysis result is shown in Fig.7(b).The difference between the deformed shape and the target contour is signi®cant.If the blank design process is repeated several times the difference decreases and con-verges to zero.Hence a square cup with a uniform ¯ange at its periphery can be made.The comparison between the ®nal result and a published result is shown in Fig.8.In the transverse direction the optimum blank shape using the roll-back method is larger than the published result.The load±displacement curves in square cup drawing process with various initial blank shapes are shown in Fig.9.As the modi®cation is repeated,the gap of the load±displacement curves before and after iteration decreases.Thus after the third modi®cation the maximum value of the load becomes the mean value between that of the ®rst and second modi®cation.After three modi®cations the optimum blank shape is determined,then the result with the optimum blank shape is compared with results in the literature.The thickness strain distribution in the diagonal direction is shown in Fig.10(a),whilst the thickness strain distribution in the transverse direction is shown in Fig.10(b).In the thickness strain distribution the result using the roll-back method is slightly different from the published result,but the overall strain distributions are quite similar.It is thus veri®ed that the roll-back method is a useful approach in the design of optimum blank shapes.3.2.Blank design of the left member of a front sub-frameAn analysis for members of a box-type front sub-frame is performed.The left member is selected as one of the subjects for analysis because its shape is shallow but complex.Fig.11shows the manufacturing set-up as modeled for the numer-ical simulation.The left member requires a uniform ¯ange for the spot welding between the upper and the lower parts besides the improvement of formability.It is recommended that the length of uniform ¯ange is 30mm.The target contour is de®ned at the position which is 30mm from the outer contour of product and is shown in Fig.12.Its mesh system is generated by beam elements.The material of the sheet metal is SAPH38P,a hot-rolled steel for automobile parts.The following are the material properties and process variables.Stress±strain relationship:"s 629Â"e 0X 274(MPa);Lankford value:"R1X 030;initial thickness:t 2.3mm;friction coef®cient:m 0.1;blank holding pressure:1MPa.Fig.5.Geometrical description of the tooling for the deep drawing of a square cup (dimensions:mm).Fig.6.The deformed shape of square cups with FE-mesh geometry where the cup height is 40mm:(a)deformed shape of the square cup obtained from the initial blank;(b)deformed shape of the square cup obtained from the optimum blank.34J.-Y.Kim et al./Journal of Materials Processing Technology 101(2000)31±43A hexagonal blank is used as the initial blank.After three modi®cations the optimum blank shape is determined.For this case,the load±displacement curves with various blank shapes are shown in Fig.13.The comparison of the initial ¯ange and the deformed ¯ange with various blank shapes is shown in Fig.14.As the modi®cation is repeated,the maximum punch load is reduced and the outer contour may be drawn to the target contour at the same time.The thickness distribution is improved step by step;the thickness distribution with various blank shapes being shown in Fig.15.The comparison between the optimum blank shape designed by the roll-back method and the blank shape for mass production is illustrated in Fig.16.The optimum blank shape shows curvature because the outer contour of the product and the ¯ow rate of the sheet metal are considered.However,the blank shape for mass production is simple and straight because the convenience of cutting is considered.To verify the result an initial blank cut by a laser-cutting machine was prepared.The ®nal shape drawn with the initial blank in the press shop isshownparison of the initial ¯ange shapes and the deformed ¯ange shapes:(a)initial square blank;(b)®rst modi®ed blank;(c)second modi®ed blank;(d)third modi®edblank.parison of the initial blank contour between the roll-back method and Huh's method.J.-Y.Kim et al./Journal of Materials Processing Technology 101(2000)31±4335in Fig.17.It had a ¯ange of uniform size around its periphery.The thickness distribution at the position of four sections in the longitudinal direction of the left member was mea-sured.Fig.18shows a comparison of thickness between the computed results and the experimental results in each sec-tion.In section A,the thickness distribution has some error at the end of the ¯ange,whilst in sections B and C,the computed results are compatible with the experimentalresults.In section D,the computed results predicted that a split might happen,but the experimental cup did notsplit.Fig.9.Load±displacement curves in the square cup drawing process with various initial blankshapes.Fig.10.Thickness strain distribution in a square cup:(a)diagonal direction;(b)transversedirection.Fig.11.FE-model for a sub-frame left member.36J.-Y.Kim et al./Journal of Materials Processing Technology 101(2000)31±43If the initial blank shape,the ®nal shape and thickness distribution are considered,the results predicted by the roll-back method has a good agreement with the experimental values.Therefore,as well as the roll-back method being applicable to a simple shape,it can be applied to a complex and large shape.3.3.Blank design of No.2member of front sub-frame An analysis of No.2member is performed,with its deep and complex shape.Its optimum blank shape is designed using the roll-back method.Fig.19shows the manufacturing set-up as modeled for the numerical simulation.Because its drawing depth is very deep,eccentricity may occur due to the blank initial position or shape.Thus the target contour is de®ned at the position that is 40mm from the outer contour of product and it is shown in Fig.20.A square blank is used as the initial blank.After three modi®cations the optimum blank shape isdetermined.Fig.12.Target contour for the leftmember.Fig.13.Load±displacement curves in the left member drawing process with various blankshapes.parison of the initial ¯ange shapes and the deformed ¯ange shapes:(a)initial blank;(b)®rst modi®ed blank;(c)second modi®ed blank;(d)third modi®ed blank.J.-Y.Kim et al./Journal of Materials Processing Technology 101(2000)31±4337Fig.15.Thickness distribution with various blank shapes (unit:mm):(a)initial blank;(b)®rst modi®ed blank;(c)second modi®ed blank;(d)third modi®edblank.parison of the initial blank shapes predicted by the roll-back method and those designed by skilled labor.38J.-Y.Kim et al./Journal of Materials Processing Technology 101(2000)31±43For this case,load±displacement curves for various blank shapes are shown in Fig.21,whilst a comparison of the initial ¯ange and the deformed ¯ange with various blank shapes in shown in Fig.22.The thickness distribution with the initial shape is shown in Fig.23,whilst the thickness distribution with the optimum blank shape is shown in Fig.24.The thickness distribution of the side-wall and of the ®llet connecting the side-wall to the top isimproved.Fig.17.Left member drawn in the press shop with the initial blank predicted by the roll-backmethod.Fig.18.(a)Sections for measuring the thickness distribution.(b±e)Thickness distributions at sections A±D,respectively.J.-Y.Kim et al./Journal of Materials Processing Technology 101(2000)31±43393.4.Design of the welding line with TWB analysis of No.2memberAfter designing the optimum blank shape of No.2member,a tailor-welded blank is applied to this member.To reduce the weight of the sub-frame,structural analysis is performed.On the area where the stress intensity level is low,it is proposed to reduce the thickness locally.Therefore,it is required to design a tailor-welded blank that makes a speci®ed shape after deformation.When two sheet metals of different thickness are welded together,their metal ¯ow is different from that of sheet metal of the same thickness.Thus it is dif®cult to design the location of the weld line.In this simulation the weld line is designed by the use of the roll-back method and the welding line should be located at the speci®ed position after deformation:the speci®ed position is 120mm on both sides of the centerline.Thus the target line is de®ned and meshed by beam elements.The outer contour of TWB and the welding line are shown in Fig.25,and the results are shown in Figs.26and 27.The welding lines can be reached to the target line but,on the top of the blank that has the lower thickness,fracture may occur.This is the same as the result that in the deep drawing of a tailor-welded blank with different thickness,failure occurred at the ¯at bottom of the punch parallel to the weld line.This is due to the deformation not beingdis-Fig.19.FE-model for the sub-frame leftmember.Fig.20.Target contour for the No.2member.Fig.21.Load±displacement curves in the No.2member drawing process with various blank shapes.40J.-Y.Kim et al./Journal of Materials Processing Technology 101(2000)31±43parison of the initial¯ange shapes and the deformed¯ange shapes:(a)initial blank;(b)®rst modi®ed blank;(c)second modi®ed blank;(d)third modi®edblank.Fig.23.Thickness distribution with the initial blank shape(unit:mm):(a)front view;(b)rearview.Fig.24.Thickness distribution with the optimum blank shape(unit:mm):(a)front view;(b)rearview.parison of the weld line between the initial blank shape andthe deformed blank shape.J.-Y.Kim et al./Journal of Materials Processing Technology101(2000)31±4341tributed uniformly,most of the stretching being concentrated on the side of the blank with lower strength.The process condition without fracture should be determined for the combination of the drawing depth and the two different thickness as shown in Fig.28.4.ConclusionsIn this paper the roll-back method that designs an opti-mum blank shape is proposed.Based on the method,a computer program composed of a blank design module,an FE-analysis program and a mesh generation module is developed and it is applied to the deep drawing of a front sub-frame.The results of the present paper are summarized as follows:1.To verify the validity of the proposed method it is applied to the deep drawing of a square cup.The outer contour may be drawn to the target contour.2.The roll-back method is applied to the optimum blank design of a left member of an automobile sub-frame.The thickness distribution and the load level are improved.When the initial blank shape,the ®nal shape and thickness distribution are compared,the results predicted by the roll-back method have a good agreement with the experimental results.It is concluded that this method can be applied to the deep drawing of the complex automobile parts.3.The analysis of No.2member with a tailor-welded blank is performed.The position of welding lines on the initial blank is designed.The roll-back method can be applied to the design of the welding line position.4.In most cases,the edge of blank takes the shape of the target contour within a few iterations,which shows that the roll-back method is an effective and convenient method for an optimum blank shape design.References[1]V .V .Hasek,nge,Use of slip line ®eld method in deep drawingof large irregular shaped components,Proceedings of the Seventh NAMRC,Ann Arbor,MI,1979,pp.65±71.[2]T.Jimma,Deep drawing convex polygon shell researches on the deepdrawing of sheet metal by the slip line theory.First report,Jpn.Soc.Tech.Plasticity 11(116)(1970)653±670.[3]M.Karima,Blank development and tooling design for drawn partsusing a modi®ed slip line ®eld based approach,ASME Trans.11(1989)345±350.[4]J.H.V ogel,D.Lee,An analysis method for deep drawing processdesign,Int.J.Mech.Sci.32(1990)891.[5]X.Chen,R.Sowerby,The development of ideas blank shapes by themethod of plane stress characteristics,Int.J.Mech.Sci.34(2)(1992)159±166.[6]R.Sowerby,J.L.Duncan,E.Chu,The modelling of sheet metalstamping,Int.J.Mech.Sci.28(7)(1986)415±430.[7]S.A.Majlessi,D.Lee,Further development of sheet metal forminganalysis method,ASME Trans.109(1987)330±337.[8]S.A.Majlessi,D.Lee,Development of multistage sheet metalforming analysis method,J.Mater.Shap.Technol.6(1)(1988)41±54.[9]K.Chung,O.Richmond,Ideal forming-I.Homogeneous deformationwith minimum plastic work,Int.J.Mech.Sci.34(7)(1992)575±591.[10]K.Chung,O.Richmond,Ideal forming-II.Sheet forming withoptimum deformation,Int.J.Mech.Sci.34(8)(1992)617±633.Fig.26.Deformed shape of No.2member with the tailor-weldedblank.Fig.27.Deformed shape of No.2member with the tailor-welded blank:(a)front view;(b)rearview.Fig.28.Thickness distribution with the tailor-welded blank (unit:mm):(a)front view;(b)rear view.42J.-Y.Kim et al./Journal of Materials Processing Technology 101(2000)31±43[11]K.Chung,O.Richmond,Sheet forming process design based onideal forming theory,Proceedings of the Fourth International Conference on NUMIFORM,1992,pp.455±460.[12]K.Chung,O.Richmond,The mechanics of ideal forming,ASMETrans.61(1994)176±181.[13]C.H.Lee,H.Huh,Blank design and strain prediction of automobilestamping parts by and inverse®nite element approach,J.Mater.Process.Technol.63(1997)645±650.[14]C.H.Toh,S.Kobayashi,Deformation analysis and blank design insquare cup drawing,Int.J.Mech.Tool Des.Res.25(1)(1985)15±32.[15]Z.Zhatao,L.Bingwen,Determination of blank shapes for drawingirregular cups using and electrical analogue methods,Int.J.Mech.Sci.28(8)(1986)499±503.[16]H.Huh,S.S.Han,Analysis of square cup deep drawing from twotypes of blanks with a modi®ed membrane®nite element method, Trans.KSME18(10)(1994)2653±2663.[17]C.H.Lee,H.Huh,Blank design and strain prediction in sheet metalforming process,Trans.KSME A20(6)(1996)1810±1818. [18]C.H.Lee,H.Huh,Three-dimensional multi-step inverse analysis foroptimum design of initial blank in sheet metal forming,Trans.KSME A21(12)(1997)2055±2067.J.-Y.Kim et al./Journal of Materials Processing Technology101(2000)31±4343。
外文翻译 (2)
图 B.1 并联机床直线包络
简言之,在设计 PKMs 时应该采取的步骤是: (1) 制定一种生产业务的解析(数学)表示方法,并采用一种初步的并行结构机 制。 (2) 通过执行此操作的逆运动学分析,定义满足可实现性和灵活性要求的界限。 (3) 记录驱动器在时间函数曲线内运动的规律。这也是的机床控制所要求的, 因
利用 ADAMS 软件测定并联机床的广义坐标和力
要使用这种方法,被分析的系统必须简单,并且应包含所有理论所要求的特征和表 面的参数,如凸表面。一个简单的表面执行完这些条件只是一个方面。因此, 3-3 的六 足机构和一个半球体将为这个应用研究构造一个良好的物理系统。
图 B.2 所描述的三个重要组成部分,在本节中必须做进一步的论述: (a)并联机 床的配置和机构的机械性能数据; (b)利用数据定义 a 点和表面包络算法,还需要进行 逆运动学分析,以确定用于控制的在时间函数上的驱动长度; (c)定义广义坐标发现在 b 点的和逆动力学的分析进程中加载的力都需要输入,以此来确定机械传动装置的负荷 和机械动力。
7
沈阳航空航天大学毕业设计(外文翻译)
为它确定了满足不同类型驱动器需求的电压或电流。 (4) 利用驱动器的运动规律和进程加载,执行一个逆动态分析并确定结构的载 荷。 (5) 找到符合力、扭矩和机械功率要求的驱动器。这也是机器控制的一部分, 它 定义了最大电流或压力,决定了驱动器的类型。 (6) 机械零件和铰接副型号根据载荷来确定.确定传输的角度的位置和会发生自 锁的区域。重新定义工作空间和控制工作(如果需要) ,并重复此过程,直到满 意。 图 B.2 所示的流程图补充了这些要点, 并根据前面[2-4]介绍的经验。 在这篇论文中, 我们将对 1-5 点的内容进行分析。对点 6 的分析将是比较广泛的,因此值得单独处理。 4-6 点在现实中也是被反复的进行,可能需要三至四年的周期,以实现优化设计。 第 1 点在本文的第 2 和第 3 节进行了论述。第 2-5 点在本文的第 4 节进行了论述。 第 5 节的内容包括结论和讨论。 根据图表 B.2 可知,设计过程中应首先选择一个生产过程,对其进行专门的分析。 本研究采用'平面包络环面算法',如同奥兰多所描述,这是一个广义的'直线包络环面过 程'。它所描述的过程是例如抛光、打磨或切割一些凸表面等。 将这种算法与并联结构和工具最优化准则相结合,以帮助并联机床的设计。这三个 组成部分,把综合和设计并联机床的目的结合在了一起,这也就定义了一种并联设计系 统(PKDS)的概念。
6毕业设计(论文)外文译文封面
毕业设计(论文)外文文献译文文献题名:葡萄糖作为单一有机基质强化生物除磷的SBR法Enhanced Biological Phosphorus Removal in SBR UsingGlucose as a Single Organic Substrate学院:环境科学与工程学院专业:环境工程2005级学生姓名:李凯指导教师:胡开林日期:2009年03月31日~06月15日葡萄糖作为单一有机基质强化生物除磷的SBR法蒋轶锋、李相昆、冯晓宇、王树涛、王宝贞、刘亚男、陈建孟摘要:经过对序批式厌氧/好氧反应器( SBR )的调查研究发现,可以提供葡萄糖作为一个单一的有机基质来对生物除磷( EBPR )进行强化。
研究结果表明,EBPR过程中,也可以成功地与葡萄糖发生以外的其他短链脂肪酸( SCFAs )。
高磷释放和聚羟基血凝素( PHA )在厌氧阶段积累时被发现了至关重要的除磷在好氧阶段。
在细胞内测量糖原,其储备显示,其中有较高的机会在厌氧条件下以取代能源作用的聚磷。
此外,还利用糖原进行碳源植物血凝素的合成,以及正如早先的报道所称那样。
然而,所积累的植物血凝素在这个系统主要是以聚羟基( PHV )为形式的,而并不是聚羟基丁酸酯,乳酸作为发酵产品还发现可以被大量的释放。
应用基本知识,生物化学以及实验结果产生一个概念模型,即利用葡萄糖的代谢糖诱导强化EBPR 。
关键词:强化生物除磷( EBPR ),序批式反应器( SBR ),血糖, PHA 1、材料和方法1.1 SBR 工艺操作哈尔滨工学院的控制研究中心在水污染实验室安装了的一个具有规模的 EBPR 系统,并将接种物从中播种。
将集中的有机组成和矿物成分进行的综合废水被用作试验的原水。
为尽量减少基质降解,原料从稀释自来水之前的SBR工艺运行周期中开始准备。
SBR的工作容积为2升,并于操作填充和借鉴的基础上,以8小时周期组成的10分钟灌装或者将其撤消,周期为厌氧2小时,好氧4小时, 1小时和50分钟解决闲置阶段的序列。
(完整版)2012毕业设计外文文献翻译
毕业设计外文资料翻译题目POLISHING OF CERAMIC TILES抛光瓷砖学院材料科学与工程专业复合材料与工程班级复材0802学生窦文杰学号指导教师邵明梁二〇一二年三月二十八日MATERIALS AND MANUFACTURING PROCESSES, 17(3), 401–413(2002)POLISHING OF CERAMIC TILESC. Y. Wang,* X. Wei, and H. YuanInstitute of Manufacturing Technology, Guangdong University ofTechnology, Guangzhou P.R. ChinaABSTRACTGrinding and polishing are important steps in the production of decorative vitreous ceramic tiles. Different combinations of finishing wheels and polishing wheels are tested to optimize their selection. The results show that the surface glossiness depends not only on the surface quality before machining, but also on the characteristics of the ceramic tiles as well as the performance of grinding and polishing wheels. The performance of the polishing wheel is the key for a good final surface quality. The surface glossiness after finishing must be above 208 in order to get of grinding and polishing wheels for all the steps will achieve shortermachining times and better surface quality. No obvious relationships are found between the decoration material for floorsand walls ofmaterial than general vitreous ceramic tiles as they can*Corresponding author. E-mail:401Copyright q 2002 by Marcel Dekker, Inc.different colors. Gr inding and polishing of ceramic tiles play an important role in the surface quality, cost, and productivity of c e r a m i c t i l e s manufactured for decoration. The grinding and polishing of ceramic tiles a r e carried out in one pass through polishing production line with many d i f f e r e n t grinding wheels or by multi passes on a polishing machine, where different grinding wheels are used.Most factories utilize the grinding methods similar to those used for s t o n e machining although the machining of stone is different from that of c e r a m i c t i l e s. Vitreous ceramic tiles are thin, usually 5–8mm in thickness, and are a s i n t e r e d m a t e r i a l,w h i c h p o s s e s s g e n e r a l,t h e sintering process causes surface deformation in the tiles. In themachiningp r o c e s s,t h e ceramic tiles are unfixed and put on tables. These characteristics will cause e a s y breakage and lower surface quality if grinding wheel or grinding p a r a m e t e r s a r e unsuitable. To meet the needs of ceramic tiles machining, the machinery, g r i n d i n g parameters (pressure, feed speed, etc.), and grinding wheels (type and m e s h s i z e o f abrasive, bond, structure of grinding wheel, etc.) must be optimized. Previous works reported in the field of grinding ceramic and s t o n e[1–4].O n l y a f e w r e p o r t s grooves, craters (pores), and cracks are of major concern, which depends o n t h e micro-structure of the ceramic tile, the choice of grinding wheel and p r o c e s s i n g parameters, etc. The residual cracks generated during sintering and rough g r i n d i n g processes, as well as thermal impact cracks caused by the transformation o f q u a r t z crystalline phases are the main reasons of tile breakage during processing. S u r f a c e roughness Ra and glossiness are different measurements of the surface q u a l i t y.I t i s suggested that the surface roughness can be used to control the surfaceq u a l i t y o f rough grinding and semi-finish grinding processes, and the surface g l o s s i n e s s t o assess the quality of finishing and polishing processes. The characteristics o f t h e grinding wheels, abrasive mesh size for the different machining steps, m a c h i n i n g time, pressure, feed, and removing traces of grinding wheels will affect the processing of ceramic tiles[9].In this paper, based on the study of grinding mechanisms of ceramic tiles, t h e manufacturing of grinding wheels is discussed. The actions and o p t i m i z a t i o n o f grinding and polishing wheels for each step are studied in particular for m a n u a l p o l i s h i n g machines.GRINDING AND POLISHING WHEELS FOR CERAMICTILEMACHININGThe machining of ceramic tiles is a volume-production process that uses significant numbers of grinding wheels. The grinding and polishing wheels for ceramic tile machining are different from those for metals or structural ceramics. In this part, some results about grinding and polishing wheels are introduced for better understanding of the processing of ceramic tiles.Grinding and Polishing WheelsCeramic tiles machining in a manual-polishing machine can be divided into four steps—each using different grinding wheels. Grinding wheels are marked as 2#, 3#, and 4# grinding wheels, and 0# polishing wheel; in practice, 2# and 3# grinding wheels are used for flattening uneven surfaces. Basic requirements of rough grinding wheels are long life, order to increase the performance such a s e l a s t i c i t y,e t c.,o f t h e g r i n d i n g wheel, the bakelite is always added. The 4# grinding wheels must be able to r a p i d l y eliminate all cutting grooves and increase the surface glossiness of the c e r a m i c t i l e s. The 0# polishing wheel is used for obtaining final surface glossiness, which is made of fine Al2O3 abrasives and fill. It is bonded by unsaturated resin. T h e polishing wheels must be able to increase surface glossiness quickly and m a k e t h e glossy ceramic tile surface permanent.Manufacturing of Magnesium Oxychloride Cement GrindingWheelsAfter the abrasives, the fills and the bond MOC are mixed and poured into the models for grinding wheels, where the chemical reaction of MOC will solidify the shape of the grinding wheels. The reaction will stop after 30 days but the of fill w i l l a f f e c t t h e i r g r i n d i n g a b i l i t y.A l l t h e factors related to the chemical reaction of MOC, such as the mole ratio ofMgOMgCl2, the specific gravity of MgCl2, the temperature and MOC is used a s t h e b o n d f o r t h e g r i n d i n g w h e e l s,r e a c t i o n takes place between active MgO and MgCl2, which generates a product w i t h s t a b l e p e r f o r m a n c e i s f o r m e d.T h e b o n d i s composed of 5Mg e OH T2·e MgCl2T·8H2O and 3Mg e OH T2·e MgCl2T·8H2O: A s t h e former is more stable, optimization of the mole ratio of MgOMgCl2 to p r o d u c e more 5Mg e OH T2·e MgCl2T·8H2O is required. In general, the ideal range f o r t h e mole ratio of MgOMgCl2 is 4–6. When the contents of the active MgO and MgCl2 are known, the quantified MgO and MgCl2 can be calculated.Active MgOThe content of active MgO must be controlled carefully so thatr e a c t i o n c a n b e s u c c e s s f u l l y c o m p l e t e d w i t h m o r e 5M g e O H T2·e M g C l2T·8H2O:I f the content of active MgO is too reaction time will be too short with a large reaction cause generation of cracks in the grinding wheel. O n t h e contrary, if the content of active MgO is too low, the reaction does not go to completion and the strength of the grinding wheel is decreased.Fills and AdditivesThe fills and additives play an important role in grinding wheels. Some porous fills must be added to 2# and 3# grinding wheels in order to improve thecapacity to contain the grinding chips, and ensure the strength of grinding wheels in processing under water condition. Some fills are very effective in increasing the surface quality of ceramic tile, but the principle is not clear.Manufacturing of Polishing WheelsFine Al2O3 and some soft polishing materials, such as Fe2O3, Cr2O3, etc., are mixed together with fills. Unsaturated resin is used to bond these powders, where a chemical reaction takes place between the resin and the activator. The performance of polishing wheels depends on the properties of resin and the composition of the polishing wheel. In order to contain the fine chips, which are generated by micro-cutting, some cheap soluble salt can be fed into the coolant. On the surface of the polishing wheel, the salt will leave uniform pores, which not only increase the capacity to contain chips and self-sharpening of the polishing wheel, but also improves the contact situation between polishing wheel andceramic tiles.Experimental ProcedureTests were carried out in a special manual grinding machine for ceramic tiles. Two grinding wheels were fixed in the grinding disc that was equipped to the grinding machine. The diameter of grinding disc was 255 mm. The rotating speed of the grinding disc was 580 rpm. The grinding and polishing wheels are isosceles trapezoid with surface area 31.5 cm2 (the upper edge: 2 cm, base edge: 5 cm, the flatness and edge of the ceramic tiles, at least one third of the tile must be under the grinding disc. During the grinding process, sufficient water was poured to both cool and wash the grinding wheels and the tiles. Four kinds of vitreous ceramic tiles were examined, as shown in Table 1.Two different sizes of ceramic A, A400 (size: 400 £400 £5mm3T and A500 (size: 500 £500 £5mm3T were tested to understand the effect of the tile size.Forceramic tile B or C, the size was 500 £500 £5mm3: The phase composition of t h e tiles was determined by x-ray diffraction technique. Surface reflection glossiness and surface roughness of the ceramic tiles and the wear of grinding wheels were m e a s u r e d. T h e g r i n d i n g a n d p o l i s h i n g w h e e l s w e r e m a d e i n-o f t h e3# grinding wheels were tested. The ceramic tile was marked as A500-1 (or B500-1, C500-1, A400-1) with of fills and additives. Only in 4#B, a few Al2O3, barium sulfate, and magnesium stearate were added for of the polishing wheels 0#A and 0#B were different as well. In 0#B, a few white alundum (average diameter 1mm), barium sulfate, and chrome oxide were used as polishing additives, specially. After ground by 4#A (or 4#B) grinding wheel, the ceramic tiles were polished with 0#A (or 0#B). The processing combinations with 4# grinding wheels and 0#Table 1. Properties of Ceramic Tilespolishing wheels were marked as 4#A–0#A, 4#A–0#B, 4#B–0#A, 4#B–0#B for eachceramic tile.RESULTS AND DISCUSSIONSEffects of 2# and 3# Grinding WheelsSurface QualityIn rough grinding with a 2# grinding wheel, the surface roughness for all the tiles asymptotically decreases as the grinding time increases, see Fig. 1. The initial asymptote point of this curve represents the optimized rough grinding time, as continued grinding essentially the surface roughness. In these tests, the surface roughness curves decrease with grinding time and become smooth at ,120 sec. The final surface quality for different kinds of ceramic tiles is slightly different. In terms of the initial size of the tile, the surface roughness of ceramic tile A400 e £400 £5mm3T is lower than that of A500 e500 £500 £5mm3T: The surface roughness of ceramic tile B500 rapidly drops as the grinding time i n c r e a s e s. Thus, it is easier to remove surface material from the the 3# grinding wheel step, all craters and cracks on the surface of ceramic tiles caused by the 2# grinding wheel must be removed. If residual cracks and craters exist, it will be impossible to get a the next step. The surface roughness obtained by the 2# grinding wheelwill also affect the surfaceFigure 1. Surface roughness of several ceramic tiles as a function of grinding time for 2# grindingwheel.quality of next grinding step by the 3# grinding wheel. In Fig. 2, the actions of the 3# grinding wheels are given using the ceramic tiles with different initial R a, which were ground by the 2# grinding wheel for 180 sec. The curves of surface vs. grinding time rapidly decrease in 60 sec. Asymptotic behavior essentially becomes constant after 60 sec. In general, the larger the initial surface roughness, the worse the final surface roughness. For example, for ceramic tile B500-1, the initial R a was 1.53mm, the finial R a was 0.59mm after being ground by the 3# grinding wheel. When the initial R a was 2.06mm for ceramic tile B500-2, the finial R a was 0.67m m. In Ref. [8], we studied the relations between abrasive mesh size and evaluation indices of surface quality, such as surface roughness and surface glossiness. In rough grinding, the ground surface of ceramic tile shows fracture craters. These craters scatter the light, so that the surface glossiness values are almost constantat a low level. It is difficult to improve the surface glossiness after these steps. Figure 3 shows the slow increase in surface glossiness with time by means of the 3# grinding wheel. It can be seen that the glossiness of ceramic tile B500-1 is the that of A500-1 because the effective grinding times per unit area for former is longer than for latter. These trends are similar to those for surface r o u g h n e s s i nFig. 2.Wear of Grinding WheelsThe wear of grinding wheels is one of the factors controlling the machining cost.As shown in Fig. 4, the wear of grinding wheels is proportional to grindingFigure 2. Surface roughness of several ceramic tiles as a function of grinding time for 3# grindingwheel.Figure 3. Surface glossiness of several ceramic tiles as a function of grinding time by 3# grindingwheel.time for both the grinding wheels and the three types of ceramic tiles. The wear rate of the 3# grinding wheel is larger than the 2# grinding wheel. It implies that the wear resistance of the 3# grinding wheel is not as good as 2# for constant grinding time of 180 sec. When the slope of the curve is smaller, life of the grinding wheels will be longer. Comparison of the ceramic tiles Fig. 4 does not reveal a strong dependency. Therefore, the of grinding time for 2# and3# grinding wheels.initial surface roughness of ceramic tile will affect the wear of grinding wheel. In Fig. 4, the wear of the 3# grinding wheel for ceramic tile B500-1 is smaller than that for ceramic tile B500-2. The initial surface roughness of the latter is that of the former so that additional grinding time is required to remove the deeper residual craters on the surface. Improvement of the initial surface roughness can be the principal method for obtaining better grinding quality and grinding wheellife during rough grinding.Effects of 4# Grinding Wheels and 0# Polishing WheelsSurface QualityThe combination and the performance of 4# grinding and 0# polishing wheels show different results for each ceramic tile. The grinding quality vs. grinding (polishing) time curves are presented in Fig. 5, where all the ceramic tiles were previously ground by 2# and 3# grinding wheels to the same surface quality.The surface glossiness is used to assess surface quality because the surface roughness is nearly constant as finishing or polishing time increases[8]. In this test, the ceramic tile A400 were fast ground by 4#A and 4#B grinding wheels [Fig. 5(a)]. The surface glossiness increased rapidly during the initial 90 sec and then slowly increased. The surface glossiness by grinding wheel 4#B is by 4#A. Afterwards, polishing was done by four different combinations of finishing wheel and polishing wheel. By means of polishing wheels 0#A and 0#B, we processed the surface finished by 4#A grinding wheel (described as 4#A–0#A and 4#A–0#B in F i g.5),a n d t h e s u r f a c e f i n i s h e d b y4#B g r i n d i n g w h e e l (described as 4#B–0#A and 4#B–0#B in Fig. 5). The curves of surface glossiness vs.polishing time show parabolic behavior. After 60 sec of polishing, the surface glossiness reaches to ,508, then slowly increases. The polishing wheel 0#B gives abetter surface quality than 0#A.In Fig. 5(a), the maximum surface glossiness of ceramic tile A400 is about ,75 by 4#B–0#B. The relation between initial surface glossiness and the final surface quality is not strong. The effect of pre-polishing surface glossiness can be observed by 0#B polishing wheel as polishing ceramic tile A500 [Fig. 5(b)]. Themaximum surface glossiness that can be achieved is 748 in 240 sec by 4#A–0#B or 4#B–0#B. This value is lower than that of ceramic tile A400 [Fig. 5(a)].The final surface glossiness by 4#A grinding wheel is in Fig. 5(c), but the final polishing roughness is the same when 0#A polishing wheel is used. The better performance of 0#B polishing wheel is shown because the surface glossiness can increase from 17 to 228 in 30 sec. The maximum surface glossiness is 658 by 4#B–0#B. The curves of polishing time vs. surface glossiness in Fig. 5(d) present the same results as polishing of ceramic tile B500 [Fig. 5(c)]. With 0#A polishingFigure 5. Surface glossiness for ceramic tiles (a) A400, (b) A500, (c) B500, and (d) C500 as a function of grinding (polishing) time for 4# grinding wheels and 0# polishing wheels. wheel, the action of pre-polishing surface glossiness is significant. The best value of surface glossiness in 240 sec is 708 by 4#B–0#B as polishing ceramic tile C500. The results discussed earlier describe that the surface glossiness by 0# polishing wheel will depend not only on the pre-polishing surface glossiness formed by 4# grinding wheel, but also on the characteristics of the ceramic tiles and theperformance of 0# polishing wheel. The differences of initial surface glossinessand final surface glossiness are larger for 4#A and 4#B. If the prepolishing surface roughness is lower, the final surface glossiness will be to achieve the maximum surface glossiness will be also shorter. The initial surface quality will limit the maximum value of polishing surface glossiness that can be obtained. To reach a final surface glossiness of above 608, the minimum pre-polishing surface glossiness must be above 208.The performance of the polishing wheel is the key to good surface quality. The polishing ability of the polishing wheels depends on the properties of the ceramic tiles as well. Even if the same grinding and polishing wheels are used, on all four ceramic tiles, the maximum surface glossiness values of ceramic tiles are different. The ceramic tile A500 shows the best surface glossiness, and ceramictile B500 shows the worst, although it is easier to roughly grind ceramic tile B500. The peak value of the surface glossiness is also limited by the properties ofceramic tiles.Wear of Grinding and Polishing WheelsThe life of 4# grinding wheels and 0# polishing wheels (Fig. 6) are longer than those of the rough grinding wheels (Fig. 4). For finer grinding (Fig. 6), it is impossible to distinguish the relation between grinding wheels and ceramic tiles. Polishing wheels than removal.SUMMARY OF RESULTS(1) The performance of grinding and polishing wheels will affect its life and the surface quality of ceramic tiles.(2) In ceramic tile machining, the surface quality gained in the previous step will limit the final surface quality in the next step. The surface glossiness ofpre-polishing must be 208 in order to get the of the combination of grinding wheels and polishing wheels for all the steps will shorten machining time and improve surface quality. Optimization must be determined for each ceramics tiles.Figure 6. Wear of grinding wheels 4# and polishing wheels 0# for several ceramic tiles as afunction of grinding time.(3) The effect of of Guangdong Province and ScienceFoundation of Guangdong High Education for their financial support.REFERENCES1. Wang, C.Y.; Liu, P.D.; Chen, P.Y. Grinding Mechanism of Marble. AbrasivesGrinding 1987, 2 (38), 6–10, (in Chinese).2. Inasaki, I. Grinding of Hard and Brittle Materials. Annals of the CIRP 1987, 36 (2),463–471.3. Zhang, B.; Howes, D. Material Removal Mechanisms in Grinding Ceramics. Annalsof the CIRP 1994, 45 (1), 263–266.4. Malkin, S.; Hwang, T.W. Grinding Mechanism for Ceramics. Annals of the CIRP1996, 46 (2), 569–580.5. Black, I. Laser Cutting Decorative Glass, Ceramic Tile. Am. Ceram. Soc. Bull. 1998,77 (9), 53–57.6. Black, I.; Livingstone, S.A.J.; Chua, K.L. A Laser Beam Machining (LBM) Databasefor the Cutting of Ceramic Tile. J. Mater. Process. Technol. 1998, 84 (1–3), 47–55. 7. Jiang, D.F. Mirror Surface Polishing of Ceramic Tile. New Building Mater. 1994, 20(11), 27–30, (in Chinese).8. Ma, J.F. Analysis on Man-Made Floor Brick and Manufacture of Grinding SegmentUsed for Floor Brick. Diamond Abrasive Eng. 1996, 6 (95), 35–46, (in Chinese). 9. Wang, C.Y.; Wei, X.; Yuan, H. Grinding Mechanism of Vitreous Ceramic Tile. Chin.J. Mech. Eng. 1998, 9 (8), 9–11, 46 (in Chinese).材料与制造工艺17(3), 401–413 (2002)抛光瓷砖王CY,* 魏X, 袁H制造技术研究所,广东工业大学科技,广州510090,中国P.R.摘要研磨和抛光,是装饰玻璃陶瓷砖的生产中的重要步骤。
(完整版)土木工程毕业设计外文文献翻译
外文文献翻译Reinforced ConcreteConcrete and reinforced concrete are used as building materials in every country. In many, including the United States and Canada, reinforced concrete is a dominant structural material in engineered construction. The universal nature of reinforced concrete construction stems from the wide availability of reinforcing bars and the constituents of concrete, gravel, sand, and cement, the relatively simple skills required in concrete construction, and the economy of reinforced concrete compared to other forms of construction. Concrete and reinforced concrete are used in bridges, buildings of all sorts underground structures, water tanks, television towers, offshore oil exploration and production structures, dams, and even in ships.Reinforced concrete structures may be cast-in-place concrete, constructed in their final location, or they may be precast concrete produced in a factory and erected at the construction site. Concrete structures may be severe and functional in design, or the shape and layout and be whimsical and artistic. Few other building materials off the architect and engineer such versatility and scope.Concrete is strong in compression but weak in tension. As a result, cracks develop whenever loads, or restrained shrinkage of temperature changes, give rise to tensile stresses in excess of the tensile strength of the concrete. In a plain concrete beam, the moments about the neutral axis due to applied loads are resisted by an internal tension-compression couple involving tension in the concrete. Such a beam fails very suddenly and completely when the first crack forms. In a reinforced concrete beam, steel bars are embedded in the concrete in such a way that the tension forces needed for moment equilibrium after the concrete cracks can be developed in the bars.The construction of a reinforced concrete member involves building a from of mold in the shape of the member being built. The form must be strong enough to support both the weight and hydrostatic pressure of the wet concrete, and any forces applied to it by workers, concrete buggies, wind, and so on. The reinforcement is placed in this form and held in placeduring the concreting operation. After the concrete has hardened, the forms are removed. As the forms are removed, props of shores are installed to support the weight of the concrete until it has reached sufficient strength to support the loads by itself.The designer must proportion a concrete member for adequate strength to resist the loads and adequate stiffness to prevent excessive deflections. In beam must be proportioned so that it can be constructed. For example, the reinforcement must be detailed so that it can be assembled in the field, and since the concrete is placed in the form after the reinforcement is in place, the concrete must be able to flow around, between, and past the reinforcement to fill all parts of the form completely.The choice of whether a structure should be built of concrete, steel, masonry, or timber depends on the availability of materials and on a number of value decisions. The choice of structural system is made by the architect of engineer early in the design, based on the following considerations:1. Economy. Frequently, the foremost consideration is the overall const of the structure. This is, of course, a function of the costs of the materials and the labor necessary to erect them. Frequently, however, the overall cost is affected as much or more by the overall construction time since the contractor and owner must borrow or otherwise allocate money to carry out the construction and will not receive a return on this investment until the building is ready for occupancy. In a typical large apartment of commercial project, the cost of construction financing will be a significant fraction of the total cost. As a result, financial savings due to rapid construction may more than offset increased material costs. For this reason, any measures the designer can take to standardize the design and forming will generally pay off in reduced overall costs.In many cases the long-term economy of the structure may be more important than the first cost. As a result, maintenance and durability are important consideration.2. Suitability of material for architectural and structural function.A reinforced concrete system frequently allows the designer to combine the architectural and structural functions. Concrete has the advantage that it is placed in a plastic condition and is given the desired shapeand texture by means of the forms and the finishing techniques. This allows such elements ad flat plates or other types of slabs to serve as load-bearing elements while providing the finished floor and / or ceiling surfaces. Similarly, reinforced concrete walls can provide architecturally attractive surfaces in addition to having the ability to resist gravity, wind, or seismic loads. Finally, the choice of size of shape is governed by the designer and not by the availability of standard manufactured members.3. Fire resistance. The structure in a building must withstand the effects of a fire and remain standing while the building is evacuated and the fire is extinguished. A concrete building inherently has a 1- to 3-hour fire rating without special fireproofing or other details. Structural steel or timber buildings must be fireproofed to attain similar fire ratings.4. Low maintenance.Concrete members inherently require less maintenance than do structural steel or timber members. This is particularly true if dense, air-entrained concrete has been used for surfaces exposed to the atmosphere, and if care has been taken in the design to provide adequate drainage off and away from the structure. Special precautions must be taken for concrete exposed to salts such as deicing chemicals.5. Availability of materials. Sand, gravel, cement, and concrete mixing facilities are very widely available, and reinforcing steel can be transported to most job sites more easily than can structural steel. As a result, reinforced concrete is frequently used in remote areas.On the other hand, there are a number of factors that may cause one to select a material other than reinforced concrete. These include:1. Low tensile strength.The tensile strength concrete is much lower than its compressive strength ( about 1/10 ), and hence concrete is subject to cracking. In structural uses this is overcome by using reinforcement to carry tensile forces and limit crack widths to within acceptable values. Unless care is taken in design and construction, however, these cracks may be unsightly or may allow penetration of water. When this occurs, water or chemicals such as road deicing salts may cause deterioration or staining of the concrete. Special design details are required in such cases. In the case of water-retaining structures, special details and /of prestressing are required to prevent leakage.2. Forms and shoring. The construction of a cast-in-place structure involves three steps not encountered in the construction of steel or timber structures. These are ( a ) the construction of the forms, ( b ) the removal of these forms, and (c) propping or shoring the new concrete to support its weight until its strength is adequate. Each of these steps involves labor and / or materials, which are not necessary with other forms of construction.3. Relatively low strength per unit of weight for volume.The compressive strength of concrete is roughly 5 to 10% that of steel, while its unit density is roughly 30% that of steel. As a result, a concrete structure requires a larger volume and a greater weight of material than does a comparable steel structure. As a result, long-span structures are often built from steel.4. Time-dependent volume changes. Both concrete and steel undergo-approximately the same amount of thermal expansion and contraction. Because there is less mass of steel to be heated or cooled, and because steel is a better concrete, a steel structure is generally affected by temperature changes to a greater extent than is a concrete structure. On the other hand, concrete undergoes frying shrinkage, which, if restrained, may cause deflections or cracking. Furthermore, deflections will tend to increase with time, possibly doubling, due to creep of the concrete under sustained loads.In almost every branch of civil engineering and architecture extensive use is made of reinforced concrete for structures and foundations. Engineers and architects requires basic knowledge of reinforced concrete design throughout their professional careers. Much of this text is directly concerned with the behavior and proportioning of components that make up typical reinforced concrete structures-beams, columns, and slabs. Once the behavior of these individual elements is understood, the designer will have the background to analyze and design a wide range of complex structures, such as foundations, buildings, and bridges, composed of these elements.Since reinforced concrete is a no homogeneous material that creeps, shrinks, and cracks, its stresses cannot be accurately predicted by the traditional equations derived in a course in strength of materials forhomogeneous elastic materials. Much of reinforced concrete design in therefore empirical, i.e., design equations and design methods are based on experimental and time-proved results instead of being derived exclusively from theoretical formulations.A thorough understanding of the behavior of reinforced concrete will allow the designer to convert an otherwise brittle material into tough ductile structural elements and thereby take advantage of concrete’s desirable characteristics, its high compressive strength, its fire resistance, and its durability.Concrete, a stone like material, is made by mixing cement, water, fine aggregate ( often sand ), coarse aggregate, and frequently other additives ( that modify properties ) into a workable mixture. In its unhardened or plastic state, concrete can be placed in forms to produce a large variety of structural elements. Although the hardened concrete by itself, i.e., without any reinforcement, is strong in compression, it lacks tensile strength and therefore cracks easily. Because unreinforced concrete is brittle, it cannot undergo large deformations under load and fails suddenly-without warning. The addition fo steel reinforcement to the concrete reduces the negative effects of its two principal inherent weaknesses, its susceptibility to cracking and its brittleness. When the reinforcement is strongly bonded to the concrete, a strong, stiff, and ductile construction material is produced. This material, called reinforced concrete, is used extensively to construct foundations, structural frames, storage takes, shell roofs, highways, walls, dams, canals, and innumerable other structures and building products. Two other characteristics of concrete that are present even when concrete is reinforced are shrinkage and creep, but the negative effects of these properties can be mitigated by careful design.A code is a set technical specifications and standards that control important details of design and construction. The purpose of codes it produce structures so that the public will be protected from poor of inadequate and construction.Two types f coeds exist. One type, called a structural code, is originated and controlled by specialists who are concerned with the proper use of a specific material or who are involved with the safe design of a particular class of structures.The second type of code, called a building code, is established to cover construction in a given region, often a city or a state. The objective of a building code is also to protect the public by accounting for the influence of the local environmental conditions on construction. For example, local authorities may specify additional provisions to account for such regional conditions as earthquake, heavy snow, or tornados. National structural codes genrally are incorporated into local building codes.The American Concrete Institute ( ACI ) Building Code covering the design of reinforced concrete buildings. It contains provisions covering all aspects of reinforced concrete manufacture, design, and construction. It includes specifications on quality of materials, details on mixing and placing concrete, design assumptions for the analysis of continuous structures, and equations for proportioning members for design forces.All structures must be proportioned so they will not fail or deform excessively under any possible condition of service. Therefore it is important that an engineer use great care in anticipating all the probable loads to which a structure will be subjected during its lifetime.Although the design of most members is controlled typically by dead and live load acting simultaneously, consideration must also be given to the forces produced by wind, impact, shrinkage, temperature change, creep and support settlements, earthquake, and so forth.The load associated with the weight of the structure itself and its permanent components is called the dead load. The dead load of concrete members, which is substantial, should never be neglected in design computations. The exact magnitude of the dead load is not known accurately until members have been sized. Since some figure for the dead load must be used in computations to size the members, its magnitude must be estimated at first. After a structure has been analyzed, the members sized, and architectural details completed, the dead load can be computed more accurately. If the computed dead load is approximately equal to the initial estimate of its value ( or slightly less ), the design is complete, but if a significant difference exists between the computed and estimated values of dead weight, the computations should be revised using an improved value of dead load. An accurate estimate of dead load is particularly important when spans are long, say over 75 ft ( 22.9 m ),because dead load constitutes a major portion of the design load.Live loads associated with building use are specific items of equipment and occupants in a certain area of a building, building codes specify values of uniform live for which members are to be designed.After the structure has been sized for vertical load, it is checked for wind in combination with dead and live load as specified in the code. Wind loads do not usually control the size of members in building less than 16 to 18 stories, but for tall buildings wind loads become significant and cause large forces to develop in the structures. Under these conditions economy can be achieved only by selecting a structural system that is able to transfer horizontal loads into the ground efficiently.钢筋混凝土在每一个国家,混凝土及钢筋混凝土都被用来作为建筑材料。
水环境综合整治工程中生态U型板桩的应用研究
208城市建筑Urbanism and Architecture / 2023.14化河道水体环境,提升人们的生存环境质量。
因此,如何选择切实可行的河道护岸方式,保证河道综合治理效果,已成为当前河道治理面临的主要难题。
生态U 型板桩具有施工简便、耗材少、造价低、占地面积小、效果好等优点,是市区河道治理护岸工程的首选。
文章结合某河道整治项目试验段施工实践,针对生态U 型板桩设计及施工进行全面探究,对后续同类工程施工具有重要的参考意义。
1生态U 型板桩的结构特点生态U 型板桩的结构形式为U 型混凝土结构,在河道、基坑及管道施工中应用广泛,其优势如下:(1)力学性能突出。
该桩结构形式为U 形,其质量轻,耗材少,抗弯性能优良。
相同材质的生态U 型板桩与传统的预应力管桩、方桩相比,其抗弯性能极好。
(2)施工简便、快捷。
生态U 型板桩施工通常采用振动法、液压法沉桩。
常用施工机具为汽车吊、行走桩架、导杆架等。
实际施工时,通过电动或液压振动锤完成沉桩施工,操作简便,使用施工机具较少。
(3)耐久性、适用性良好。
生态U 型板桩主要材质为高标号混凝土和高强度预应力筋加工而成,预制件承载性能较高,耐久性良好,其使用年限通常超过50年。
(4)耗材少、造价低。
与普通混凝土板桩相比,生态U 型板桩所需钢材、混凝土较少,在相同条件下,其造价更低。
(5)节约土地、减少环境破坏。
采用生态U 型板桩进行河道护岸施工时,只需简单开挖便可完成沉桩工作,能显著减少占地面积,节约土地资源,减少环境破坏,对土地资源不足、环保要求严格的水环境整治工程更为适用。
2工程概况某河道整治项目地处地势低洼区域,两岸为居民区,摘要 近年来,随着人们生活质量的提高,水环境综合整治逐渐引起人们的重视。
生态U 型板桩凭借施工简便、效率高、成本低、土地占用量少、整体稳定性好等优势,被广泛应用于水环境河道护岸施工中,尤其是针对软土地区河道护岸,其效果更加显著。
文章依托某河道整治项目试验段施工实践,对水环境综合整治工程中生态U 型板桩的运用展开全方位探究,阐述了其结构特点及常用的护岸形式,通过工程实践对各种护岸方式的河堤稳定性进行综合分析,验证了生态U 型板桩的可行性、优越性,总结了生态U 型板桩施工要点,以期为后续类似工程提供参考。
2009_毕业设计外文资料翻译
河北工业大学毕业设计外文资料翻译专业及方向:土木工程专业建筑工程方向学生姓名:李康学号: 051405 班级:土木054外文出处(用外文写):Journal of Earthquake Engineering Vol. 9, Special Issue 2 (2005) 415–438 _c Imperial College Press指导教师:王贵君职称:教授附件: 1.外文资料翻译译文;2.外文原文。
提交日期: 2009 年 4 月 21 日地震引起的钢刚架弯矩对柱基上的影响仓田先生,中岛先生和K.防灾研究所,京都宇治大学,京都611-0011 ,日本塑性变形嵌入式型柱的基础实验研究的主要是测试宽度的厚度比和轴压比等参数,结果明显恶化引起的强度局部屈曲成为了受影响的测试参数。
分析的模型试验标本,发达国家模型采用了非线性动力学分析的低压及中高层钢框架的方法。
分析结果表明,必须考虑行为的恶化栏基,因为它极大地影响的结构的稳定和崩溃限制。
从分析中认识到除了本身的内力,崩溃限制宽厚比。
关键词:嵌入式型柱基;循环荷载试验;崩溃边缘;钢时刻帧;非线性动态分析。
1 、导言抗震设计的钢建筑结构已大大发展在过去几年里,针对严重危害钢结构,在1994年和1995年北岭Hyogoken -南部地震。
然而,更多的改善当前的结构设计仍然是必要的。
原因是地面摇晃,这和许多地方相比,就目前的设计来说,重新评价的强度强地震动的设计考虑对规范未来抗震设计规范的规定是必要的。
最近公布的设计准则[联邦紧急事务管理局,2000年;联合开展活动,2001年; Krawinkler等。
2004 ]考虑变形,在这些地震中要求钢结构和框架结构利用各种手段以确保其变形能力。
即使在最新的设计准则,真正崩溃限制建筑框架还没有明确的界定。
这是由于缺乏数据,这一限制以及缺乏可靠的分析程序来预测这个极限状态。
以往的研究通常认为安全限制点后的瞬间恶化既是真正崩溃限制[例如,大井等人。
毕业设计外文资料翻译解析
理工学院毕业设计外文资料翻译专业:通信工程姓名:张聪学号: 13L0751243外文出处: Organic Electronics(用外文写)2017年3月4日附件: 1.外文资料翻译译文;2.外文原文。
有效激发复合体有机发光二极管与双极型受体1.介绍因为他们发现,如何有效地利用产生电三线态激子辐射衰变总是在研究领域最具挑战性的问题之一有机发光二极管(OLED)。
根据选择的规则推导出量子自旋统计,在有机半导体设备,只有1/4 产生电激子的分数的单重态可以利用辐射衰变,而其他3/4的三重态激子是浪费的无辐射衰变由于量子自旋禁止原则。
这个结果在理论上最大辐射激子比(gr)25%的常规荧光发射。
整合的策略有机金属荧光粉的发射器打破了自旋禁止原则的广泛证明理论单位gr由于自旋轨道耦合效应引起的重金属原子。
然而,稀有金属的高成本在有机金属化合物仍是商业的一大障碍与有机金属发射器OLED的应用。
连续的研究工作一直致力于发展不含金属的廉价有机发射器使用单线态的能力和三线态激子辐射衰变。
最近,关注一直在支付上变频机制通过三重态-三联体毁灭(TTA)或反向系统热激活穿越(RISC)方法来获得这个目标。
考虑到所有的电可以产生生成的三线态激子单重态,100%的理论最大gr是可能的OLED的包括热激活延迟荧光(TADF)发射器通过RISC过程,理论上最大gr的OLED包含TTA发射器是有限的为62.5%(25% + 75% / 2)。
这表明TADF化合物大大有有前途的潜在开发高效的OLED。
事实上,TADF 排放迅速发达,各种高效RGB和白色组成的OLED TADF gr发射器远高于25%的报告。
TADF过程,能量差之间单线态激发态(S1)和最低三重激发态(T1)排放应该最小化等于或小于热能在室温下(25兆电子伏),一旦三联体激子在TADF分子产生电场,他们可以很容易地产生辐射S1状态协助环境热能。
一个单位的内部量子效率的有机组成TADF 发射器是如此理论上可行。
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Transportation SystemsTransportation has always been one of the most important aspects of civil engineering .one of the great accomplishments of the Roman engineers was the highway system that made rapid communication possible between Rome and the provinces of the empire. The first school that offered training specifically in engineering was the School of Bridges and Highways, established in France in 1747. And in England, Thomas Telford, a roadbuilder, became the first president of the Institution of Civil Engineers in 1820.Modern highways are still built according to the principles laid down in the eighteenth and early nineteenth cenruries by a Frenchman, Pierre Tresaguet, the Englishman Telford, and a Scot, John L. McAdam. These men designed the first modern roads that had a firm footing, the surface on which the foundstion rested. Their roads also included good drainage and a wearing surface-the top levelthat directly receives the wear of traffic-that could not be penetratated by water. Both Tresaguet and Telford used a heavy foundation of stones, on top of which a base course of lighter crushed stones and a wearing surface of still smaller stones were built up. Their roads were also slightly curved in a crown or camber so that the water would run off. McAdam realized that the soil utself could bear the weight of the road when it was compacted or pressed down, aslong as it remained dry. He wasable therefore to eliminate the heavy cost of the stone foundation by laying a base course of crushed stone on top of a compacted footing. The iron wheels of the carriages of his day ground the stones of the top level into a continually smoother and more watertight surface.These roads were adequate during the nineteenth century when wagons and carriages had tires made of iron or steel. When the automobile appeared at the beginng of the twentieth century, however, its rubber tires broke up the smooth surfaces. Therefore,the top layer was bound together more firmly by mixing the crushed rock with tar or asphalt. Millions of kilometers of roads throughout the world today havethis kind of surface.Basically, roadbuilding has improved in only two ways in the twentieeh century. The first improvement involves the use of concrete for the wearing surface. The other is traffic engineering, the design of highways for high-speed, heavy-volume traffic, highways thathat are economical to build and safe for vehicles and their passengers. Traffic engineering has produced the modern express highway that has only limited access and maximum safety controls. The angular intersections common on older roads have been eliminated in favor of interchanges or others with even more complicated designs. Modern express highways usually have special lanes where traffic can either slow down before exiting or speed up upon entering.Extreme curves or steep slopes are minimiced so that the traffic can continue to move without slo wing down. Since monotony has proved to be a safety hacard, tiaffic engineering even includes the landscaping of the borders of the road.When construction on a new highway begins, huge earthmoving machines called bulldocers level the ground along the designated route. The amount of earth to be moved, both in leveling and filling , has been previously calculated. Wherever possible, the amount in a cat where earth is being removed shoule be equlal to the amount needed for a nearby fill. Moving earth form a distant point is extremely expensive, and economy is a critical aspect of an engineer’s work.After the earth has been moved and shaped according to the design of the road, other machines prepare the footing . The most important of these is probably a vibrating roller, which compacts the earth until it can bear the weight of the base course ang wearing surface that will rest on it. In many cases, however, the soil must be stabilized by mixing some other material with it. This may be bitumen or a grout of concrete or some other substance.The base course, which is made of either crushed stone or a layer of thinly-mixed concrete, comes next, the wearing surface, which may be a layer of asphalt or a series of reinforced concrete slabs, is then laid. A concrete surface be laid in segments separated by joints to allow for expansion and contraction under difffering weather conditions. One method of laying a reinforced concrete wearing surface is to putdown the steel rods, usually in the form of a grill or mesh, after a certain proportion of the concrete has been poured. The top level must be poured within twenty minutes of the pouring of the bottom level to assure proper bonding. Anther method is to pour the entire thickness of concrete and then force the steel mesh down into it to a predetermined level.A group of machines collectively callled a concrete train usually perform these operations at a rate of about three-fourths of a meter per minute. A single new machine called a slipform pawer can perform all the different jobs of a concrete train excep laying the reinforcing mesh. However, a technique has been worked out in which the mesh is held in place before the machine passes over it and pours concrete aroung it . The slipform paver can operate at a rate of about two meters per minute. The construction of airport runways follows similar procedures, except that the slabs in a runway are much wider then those in a highway. Airport runways must also be designed to carry the heavy load of the big modern jumbo jets, as well as to withstanf enormous blastes of heat from the engines of heat form the engines of the aircraft.The impact fatcor is also greater with airplanes than with automobiles. Highways differ form airport runways, however, insize and strength rather than design and construction methods.If huge concrete freeways are the transportation phenomenon of hort this century, then the railroads were the transportation phenomenon of the nineteenth century . Transportation by rail was not unkonw before the invention of steam locomotive in 1892, but rail lines had been limited to the short distances over which horses or other draft animals pulled the load. Most of the lines were bugreat ilt in conjunction with mining operations. After the steam locomotive became a practical machine, a surge of railroad construction rapidly spread a network of railroads across the face of the word.By 1920 the age of railroad building generally seemed to be over. As automobiles came into increasingly wider use, the emphasis shifted to highway consruction. Except for few improvements such as electrification, railroads were neglected. Now, however, there is a renewed interest in railroads. The Japanese for example, haverecently opened the Tokaido line between Tokyo and Osaka, with express trains that average 166 kilometers per hiur and reach speeds as high as 210 kilometers per hour in nirmal operation. Even in the United Stares where many of the railroads are in deplorable condition, especially in the eastern part of rhe country, there is an increased in providing better service. There is also considerable interest-not only in the United States but in many other countries as well-in urban rapid transit systems.。