2016年中国石油大学(北京《工程力学(双语)》2011-2012学年第二学期期末考试试卷A卷
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A卷
中国石油大学（北京）2011—2012 学年第二学期
《工程力学（双语） 》期末考试试卷
考试方式（闭卷考试）
班级： 姓名： 学号：
No.
Ⅰ
Ⅱ
Ⅲ
Ⅳ
Total
Score
（试卷不得拆开，所有答案均写在题后相应位置）
A卷 第 1 页 共 5 页
I 1.
(Total 30 points) Fill up the blanks with correct answer. (6 points) Stress-strain curves for three materials are shown in Fig. I-1, along with a loading device which can make specimens made of each material and with same dimensions to have equal end displacements. Material increasing, Material (1, 2, 3) has the highest ultimate stress. With the tensile load P (1, 2, 3) in the device will fracture first.
II
(15 points) For a beam shown in Fig. II, draw its shear force and bending moment diagrams.
30kN/m 20kN 30kN/m
A 1m
C 1m
D 1m
E 1m
B
Fig. II
A卷 第 3 页 共 5 页
III (15 points) Consider a closed cylindrical steel pressure vessel, as shown in Fig. III. The radius of the cylinder is 1000mm and its wall thickness is 10mm. (a) Determine the hoop and the longitudinal stresses in the cylindrical wall caused by an internal pressure of 0.80MPa. (b) Calculate the change in diameter of the cylinder caused by pressurization. Let E =200GPa, and
D
A
B Fig. I-4
C
D Fig. I-5
5.
(6 points) The internal forces on a cross section of a doubly symmetric beam made of ductile material are shown in Fig. I-5, are critical points.
P
P
(a) Fig. I-1 2.
(b)
(6 points) A T-beam made of cast iron is in pure bending. Knowing the ratio of tensile allowable stress to compressive allowable stress is [t]/[c]=1/4, the reasonable width b of the flange is
E2
h
v
C A a (a) B
E1
C P A a (b) Fig. IV B
E1
a
a
P
EI
P
B
l
(c)
A卷 第 5 页 共 5 页
=0.25. Assume that ri ro r .
Fig. III
A卷 第 4 页 共 5 页
IV (40 points) A horizontal bracket ABC is fixed at support A and free at C, as shown in Fig. IV(a). The bracket is constructed from a circular cross-sectional bar with constant diameter d. A vertical load P acts at the free end C. E1 is known. (1) Determine the places of the critical points. (2) Draw stress elements to show the stress state of the critical points. (3) Determine the equivalent stresses of 3th strength condition at critical points. (4) Find the vertical displacement v at C. Note: the deflection at the free end of a cantilever beam is given by vB
Pl 3 for the case shown in Fig. IV(c). 3EI
(5) If the free end C is connected to a vertical bar (elastic modulus E2, cross section area A, length h) before vertical load P is applied, as shown in Fig. IV(b), determine the stress in the bar.
160 120
.
(MPa)
30
80 40
zC
400 60
0 -40
t
M
M
b Dimensions in mm Fig. I-2
-80
Fig. I-3 , the amplitude of
3.
(6 points) A stress cycle is shown in Fig. I-3, the mean stress m = stress a = , the character of cycle r = .
4.
(6 points) Four different cases of supports for a column are shown in Fig. I-4, case highest critical load.
has the
A卷 第 2 页 共 5 页
ຫໍສະໝຸດ Baidu y B
Mz
A
h/2
z
h/2
My
b
x C
中国石油大学（北京）2011—2012 学年第二学期
《工程力学（双语） 》期末考试试卷
考试方式（闭卷考试）
班级： 姓名： 学号：
No.
Ⅰ
Ⅱ
Ⅲ
Ⅳ
Total
Score
（试卷不得拆开，所有答案均写在题后相应位置）
A卷 第 1 页 共 5 页
I 1.
(Total 30 points) Fill up the blanks with correct answer. (6 points) Stress-strain curves for three materials are shown in Fig. I-1, along with a loading device which can make specimens made of each material and with same dimensions to have equal end displacements. Material increasing, Material (1, 2, 3) has the highest ultimate stress. With the tensile load P (1, 2, 3) in the device will fracture first.
II
(15 points) For a beam shown in Fig. II, draw its shear force and bending moment diagrams.
30kN/m 20kN 30kN/m
A 1m
C 1m
D 1m
E 1m
B
Fig. II
A卷 第 3 页 共 5 页
III (15 points) Consider a closed cylindrical steel pressure vessel, as shown in Fig. III. The radius of the cylinder is 1000mm and its wall thickness is 10mm. (a) Determine the hoop and the longitudinal stresses in the cylindrical wall caused by an internal pressure of 0.80MPa. (b) Calculate the change in diameter of the cylinder caused by pressurization. Let E =200GPa, and
D
A
B Fig. I-4
C
D Fig. I-5
5.
(6 points) The internal forces on a cross section of a doubly symmetric beam made of ductile material are shown in Fig. I-5, are critical points.
P
P
(a) Fig. I-1 2.
(b)
(6 points) A T-beam made of cast iron is in pure bending. Knowing the ratio of tensile allowable stress to compressive allowable stress is [t]/[c]=1/4, the reasonable width b of the flange is
E2
h
v
C A a (a) B
E1
C P A a (b) Fig. IV B
E1
a
a
P
EI
P
B
l
(c)
A卷 第 5 页 共 5 页
=0.25. Assume that ri ro r .
Fig. III
A卷 第 4 页 共 5 页
IV (40 points) A horizontal bracket ABC is fixed at support A and free at C, as shown in Fig. IV(a). The bracket is constructed from a circular cross-sectional bar with constant diameter d. A vertical load P acts at the free end C. E1 is known. (1) Determine the places of the critical points. (2) Draw stress elements to show the stress state of the critical points. (3) Determine the equivalent stresses of 3th strength condition at critical points. (4) Find the vertical displacement v at C. Note: the deflection at the free end of a cantilever beam is given by vB
Pl 3 for the case shown in Fig. IV(c). 3EI
(5) If the free end C is connected to a vertical bar (elastic modulus E2, cross section area A, length h) before vertical load P is applied, as shown in Fig. IV(b), determine the stress in the bar.
160 120
.
(MPa)
30
80 40
zC
400 60
0 -40
t
M
M
b Dimensions in mm Fig. I-2
-80
Fig. I-3 , the amplitude of
3.
(6 points) A stress cycle is shown in Fig. I-3, the mean stress m = stress a = , the character of cycle r = .
4.
(6 points) Four different cases of supports for a column are shown in Fig. I-4, case highest critical load.
has the
A卷 第 2 页 共 5 页
ຫໍສະໝຸດ Baidu y B
Mz
A
h/2
z
h/2
My
b
x C