ansys连续梁桥(ansys连续梁桥)-9页精选文档
- 1、下载文档前请自行甄别文档内容的完整性，平台不提供额外的编辑、内容补充、找答案等附加服务。
- 2、"仅部分预览"的文档,不可在线预览部分如存在完整性等问题,可反馈申请退款(可完整预览的文档不适用该条件!)。
- 3、如文档侵犯您的权益，请联系客服反馈,我们会尽快为您处理(人工客服工作时间：9:00-18:30)。
ansys连续梁桥（ansys连续梁桥）
The key steps of modeling and analysis are as follows:
The center line 1, box beam to simulate the plate thickness is the sideline, box girder floor, roof, web and flange plate.
2, determine the location of each key point.
The thickness of flange and floor 3, correct simulation of chamfering and the thickness of the gradient.
4. After entering into the process, analyze the stress and deformation.
/prep7
/title, three, span, continus, Grider
K, 1,0,0
K, 2, -2.1,0
K, 3, -2.6, -0.125
K, 4, -2.8, -0.125
K, 5, -3, -0.125
K, 6, -3.4857, -0.1036
K, 7, -3.9714, -0.0821
K, 8, -4.4571, -0.0607
K, 9, -4.9429, -0.0393
K, 10, -5.4286, -0.0179
K, 11, -5.9143,0.0036
K, 12, -6.4,0.025
K, 13, -2.800, -1.85
K, 14,0.0000, -1.85
Kgen, 9,1,12,1,0,0,49/8100
Kgen, 2,1,12,1,0,0,50900
Kgen, 9901912,1,0,0,34.5/8100
Kgen, 2901912,1,0,0,35900
C1=0.000843399
C2=0.001701323
*dim, x1, array, 8
X1 (1) =49/8
X1 (2) =2*49/8
X1 (3) =3*49/8
X1 (4) =4*49/8
X1 (5) =5*49/8
X1 (6) =6*49/8
X1 (7) =7*49/8
X1 (8) =8*49/8
*dim, X2, array, 8
X2 (1) =34.5/8
X2 (2) =2*34.5/8
X2 (3) =3*34.5/8
X2 (4) =4*34.5/8
X2 (5) =5*34.5/8
X2 (6) =6*34.5/8
X2 (7) =7*34.5/8
X2 (8) =8*34.5/8
*dim, Yb, array, 8
Yb (1) =-c1*x1 (1) *x1 (1)
Yb (2) =-c1*x1 (2) *x1 (2)
Yb (3) =-c1*x1 (3) *x1 (3)
Yb (4) =-c1*x1 (4) *x1 (4)
Yb (5) =-c1*x1 (5) *x1 (5)
Yb (6) =-c1*x1 (6) *x1 (6)
Yb (7) =-c1*x1 (7) *x1 (7)
Yb (8) =-c1*x1 (8) *x1 (8)
*dim, YM, array, 8
YM (1) =-c2* (x2 (1) -34.5) * (x2 (1) -34.5) +2.025 YM (2) =-c2* (x2 (2) -34.5) * (x2 (2) -34.5) +2.025 YM (3) =-c2* (x2 (3) -34.5) * (x2 (3) -34.5) +2.025
YM (4) =-c2* (x2 (4) -34.5) * (x2 (4) -34.5) +2.025 YM (5) =-c2* (x2 (5) -34.5) * (x2 (5) -34.5) +2.025 YM (6) =-c2* (x2 (6) -34.5) * (x2 (6) -34.5) +2.025 YM (7) =-c2* (x2 (7) -34.5) * (x2 (7) -34.5) +2.025 YM (8) =c2* (x2 (8) -34.5) * (x2 (8) -34.5) +2.025 Kgen, 2,13,14,1,0, Yb (1), X1 (1), 100
Kgen, 2,13,14,1,0, Yb (2), X1 (2), 200
Kgen, 2,13,14,1,0, Yb (3), X1 (3), 300
Kgen, 2,13,14,1,0, Yb (4), X1 (4), 400
Kgen, 2,13,14,1,0, Yb (5), X1 (5), 500
Kgen, 2,13,14,1,0, Yb (6), X1 (6), 600
Kgen, 2,13,14,1,0, Yb (7), X1 (7), 700
Kgen, 2,13,14,1,0, Yb (8), X1 (8), 800
Kgen, 2813814,1,0,0,1100
Kgen, 2913914,1,0, YM (1), X2 (1), 100
Kgen, 2913914,1,0, YM (2), X2 (2), 200
Kgen, 2913914,1,0, YM (3), X2 (3), 300
Kgen, 2913914,1,0, YM (4), X2 (4), 400
Kgen, 2913914,1,0, YM (5), X2 (5), 500
Kgen, 2913914,1,0, YM (6), X2 (6), 600
Kgen, 2913914,1,0, YM (7), X2 (7), 700
Kgen, 2913914,1,0, YM (8), X2 (8), 800
Kgen, 2,1,14,1,0,0, -0.5,50
Et, 1, shell63
MP, ex, 1,3.5e10
MP, dens, 12500
MP, prxy, 0.1667
R, 1,0.25
*do, I, 0,16,1
A, 1+i*100,1+ (i+1), *100,2+ (i+1), *100,2+i*100
*enddo