/units,si
/prep7
et,1,beam4 !!beam 4单元(!是用来表注命令流的复制不影响)
et,2,link8 !!单元类型2为LINK8
et,3,mass21 !!单元类型3为mass21单元(这些单元具体是什么去看说明)
r,190,,,,52950000 !!(定义实常数他这里可能是后面加上去的)定义抗扭惯性距
mp,ex,1,3.60e10 !!定义材料特性你晓得撒
mp,ex,2,3.45e10
mp,ex,3,3.25e10
mp,ex,4,2.1e11
mp,ex,5,1.95e11
mp,ex,6,2.1e15
mp,ex,7,2.1e15
mp,dens,1,2600
mp,dens,2,2600
mp,dens,3,2600
mp,dens,4,19508.336
mp,dens,5,7800
mp,dens,6,0
mp,dens,7,2600
mp,prxy,1,0.2
mp,prxy,2,0.2
mp,prxy,3,0.2
mp,prxy,4,0.3
mp,prxy,5,0.3
mp,prxy,6,0.3
mp,prxy,7,0.2
!!(下面以R开头的命令就是定义截面的实常数)
r,1, 42.740 , 603.170 , 500.680 , 9.50 , 10.55 ,,
rmore,, 853.645
r,2, 41.096 , 539.580 , 441.675 , 9.14 , 10.23 ,,
rmore,, 758.825
r,3, 39.452 , 480.600 , 387.505 , 8.78 , 9.90 ,,
rmore,, 671.220
r,4, 37.808 , 426.155 , 337.985 , 8.42 , 9.58 ,,
rmore,, 590.630
r,5, 36.164 , 375.965 , 292.875 , 8.06 , 9.25 ,,
rmore,, 516.675
r,6, 34.520 , 329.945 , 251.995 , 7.70 , 8.93 ,,
rmore,, 449.185
r,7, 32.876 , 287.825 , 215.120 , 7.34 , 8.60 ,,
rmore,, 387.760
r,8, 31.244 , 249.655 , 182.390 , 6.98 , 8.28 ,,
rmore,, 332.615
r,9, 29.612 , 215.025 , 153.200 , 6.63 , 7.95 ,,
rmore,, 282.945
r,10, 27.968 , 183.695 , 127.050 , 6.27 , 7.63 ,,
rmore,, 238.110
r,11, 26.324 , 155.565 , 104.079 , 5.91 , 7.30 ,,
rmore,, 198.210
r,12, 24.680 , 130.530 , 84.095 , 5.55 , 6.98 ,,
rmore,, 163.020
r,13, 23.024 , 108.133 , 65.829 , 5.19 , 6.65 ,,
rmore,, 132.050
r,14, 21.296 , 88.181 , 50.208 , 4.83 , 6.32 ,,
rmore,, 103.946
r,15, 18.374 , 75.115 , 41.151 , 4.47 , 6.00 ,,
rmore,, 84.909
r,16, 16.351 , 71.514 , 38.753 , 4.4 , 6.00 ,,
rmore,, 79.575
r,17, 16.351 , 71.514 , 38.753 , 4.4 , 6.00 ,,
rmore,, 79.575
r,18, 16.351 , 71.514 , 38.753 , 4.4 , 6.00 ,,
rmore,, 79.575
r,19, 16.351 , 71.514 , 38.753 , 4.4 , 6.00 ,,
rmore,, 79.575
r,20, 16.351 , 71.514 , 38.753 , 4.4 , 6.00 ,,
rmore,, 79.575
r,21, 16.351 , 71.514 , 38.753 , 4.4 , 6.00 ,,
rmore,, 79.575
r,22, 16.351 , 71.514 , 38.753 , 4.4 , 6.00 ,,
rmore,, 79.575
r,23, 16.351 , 71.514 , 38.753 , 4.4 , 6.00 ,,
rmore,, 79.575
r,24, 16.351 , 71.514 , 38.753 , 4.4 , 6.00 ,,
rmore,, 79.575
r,25, 17.191 , 74.231 , 39.309 , 4.4 , 6.00 ,,
rmore,, 81.106
r,26, 18.031 , 76.947 , 39.865 , 4.4 , 6.00 ,,
rmore,, 82.636
r,27, 18.031 , 76.947 , 39.865 , 4.4 , 6.00 ,,
rmore,, 82.636
r,28, 18.031 , 76.947 , 39.865 , 4.4 , 6.00 ,,
rmore,, 82.636
r,29, 18.031 , 76.947 , 39.865 , 4.4 , 6.00 ,,
rmore,, 82.636
r,30, 18.031 , 76.947 , 39.865 , 4.4 , 6.00 ,,
rmore,, 82.636
r,31, 18.031 , 76.947 , 39.865 , 4.4 , 6.00 ,,
rmore,, 82.636
r,32, 18.031 , 76.947 , 39.865 , 4.4 , 6.00 ,,
rmore,, 82.636
r,33, 18.031 , 76.947 , 39.865 , 4.4 , 6.00 ,,
rmore,, 82.636
r,34, 18.031 , 76.947 , 39.865 , 4.4 , 6.00 ,,
rmore,, 82.636
r,35, 18.031 , 76.947 , 39.865 , 4.4 , 6.00 ,,
rmore,, 82.636
r,36, 18.031 , 76.947 , 39.865 , 4.4 , 6.00 ,,
rmore,, 82.636
r,37, 18.031 , 76.947 , 39.865 , 4.4 , 6.00 ,,
rmore,, 82.636
r,38, 18.031 , 76.947 , 39.865 , 4.4 , 6.00 ,,
rmore,, 82.636
r,39, 18.031 , 76.947 , 39.865 , 4.4 , 6.00 ,,
rmore,, 82.636
r,40, 18.031 , 76.947 , 39.865 , 4.4 , 6.00 ,,
rmore,, 82.636
r,41, 18.031 , 76.947 , 39.865 , 4.4 , 6.00 ,,
rmore,, 82.636
r,42, 18.031 , 76.947 , 39.865 , 4.4 , 6.00 ,,
rmore,, 82.636
r,43, 18.031 , 76.947 , 39.865 , 4.4 , 6.00 ,,
rmore,, 82.636
r,44, 18.031 , 76.947 , 39.865 , 4.4 , 6.00 ,,
rmore,, 82.636
r,101, 44.948 , 696.215 , 588.175 , 10.000 , 11.000 ,,
rmore,, 993.260
r,102, 43.160 , 620.510 , 516.500 , 9.605 , 10.649 ,,
rmore,, 879.235
r,103, 41.360 , 550.275 , 450.255 , 9.210 , 10.298 ,,
rmore,, 773.535
r,104, 39.572 , 485.785 , 390.485 , 8.814 , 9.947 ,,
rmore,, 677.240
r,105, 37.784 , 426.580 , 336.315 , 8.419 , 9.596 ,,
rmore,, 589.295
r,106, 35.984 , 371.900 , 287.250 , 8.023 , 9.245 ,,
rmore,, 508.790
r,107, 34.184 , 322.105 , 243.255 , 7.628 , 8.894 ,,
rmore,, 435.905
r,108, 32.396 , 277.435 , 204.085 , 7.232 , 8.543 ,,
rmore,, 370.615
r,109, 30.608 , 237.140 , 169.425 , 6.837 , 8.192 ,,
rmore,, 312.185
r,110, 28.820 , 200.965 , 138.915 , 6.441 , 7.841 ,,
rmore,, 260.140
r,111, 27.032 , 168.715 , 112.367 , 6.046 , 7.490 ,,
rmore,, 214.200
r,112, 25.232 , 140.040 , 89.233 , 5.650 , 7.139 ,,
rmore,, 173.625
r,113, 23.444 , 114.930 , 69.715 , 5.255 , 6.788 ,,
rmore,, 138.700
r,114, 21.656 , 93.067 , 53.337 , 4.859 , 6.437 ,,
rmore,, 108.786
r,115, 18.554 , 77.194 , 42.279 , 4.464 , 6.086 ,,
rmore,, 87.238
r,116, 16.351 , 71.514 , 38.753 , 4.400 , 6.000 ,,
rmore,, 79.575
r,117, 16.351 , 71.514 , 38.753 , 4.400 , 6.000 ,,
rmore,, 79.575
r,118, 16.351 , 71.514 , 38.753 , 4.400 , 6.000 ,,
rmore,, 79.575
r,119, 16.351 , 71.514 , 38.753 , 4.400 , 6.000 ,,
rmore,, 79.575
r,120, 16.351 , 71.514 , 38.753 , 4.400 , 6.000 ,,
rmore,, 79.575
r,121, 16.351 , 71.514 , 38.753 , 4.400 , 6.000 ,,
rmore,, 79.575
r,122, 16.351 , 71.514 , 38.753 , 4.400 , 6.000 ,,
rmore,, 79.575
r,123, 16.351 , 71.514 , 38.753 , 4.400 , 6.000 ,,
rmore,, 79.575
r,124, 16.351 , 71.514 , 38.753 , 4.400 , 6.000 ,,
rmore,, 79.575
r,125, 17.191 , 74.231 , 39.309 , 4.400 , 6.000 ,,
rmore,, 81.106
r,126, 18.031 , 76.947 , 39.865 , 4.400 , 6.000 ,,
rmore,, 82.636
r,127, 18.031 , 76.947 , 39.865 , 4.400 , 6.000 ,,
rmore,, 82.636
r,128, 18.031 , 76.947 , 39.865 , 4.400 , 6.000 ,,
rmore,, 82.636
r,129, 18.031 , 76.947 , 39.865 , 4.400 , 6.000 ,,
rmore,, 82.636
r,130, 18.031 , 76.947 , 39.865 , 4.400 , 6.000 ,,
rmore,, 82.636
r,131, 18.031 , 76.947 , 39.865 , 4.400 , 6.000 ,,
rmore,, 82.636
r,132, 18.031 , 76.947 , 39.865 , 4.400 , 6.000 ,,
rmore,, 82.636
r,133, 18.031 , 76.947 , 39.865 , 4.400 , 6.000 ,,
rmore,, 82.636
r,134, 18.031 , 76.947 , 39.865 , 4.400 , 6.000 ,,
rmore,, 82.636
r,135, 18.031 , 76.947 , 39.865 , 4.400 , 6.000 ,,
rmore,, 82.636
r,136, 18.031 , 76.947 , 39.865 , 4.400 , 6.000 ,,
rmore,, 82.636
r,137, 18.031 , 76.947 , 39.865 , 4.400 , 6.000 ,,
rmore,, 82.636
r,138, 18.031 , 76.947 , 39.865 , 4.400 , 6.000 ,,
rmore,, 82.636
r,139, 18.031 , 76.947 , 39.865 , 4.400 , 6.000 ,,
rmore,, 82.636
r,140, 18.031 , 76.947 , 39.865 , 4.400 , 6.000 ,,
rmore,, 82.636
r,141, 18.031 , 76.947 , 39.865 , 4.400 , 6.000 ,,
rmore,, 82.636
r,142, 18.031 , 76.947 , 39.865 , 4.400 , 6.000 ,,
rmore,, 82.636
r,143, 18.031 , 76.947 , 39.865 , 4.400 , 6.000 ,,
rmore,, 82.636
r,144, 18.031 , 76.947 , 39.865 , 4.400 , 6.000 ,,
rmore,, 82.636
r,150, 18.416 , 39.438 , 21.172 , 5 , 4.00 ,,
rmore,, 42.583
r,151, 2.266 , 2.8 , 285.515 , 36.2 , 3.2 ,,
rmore,, 0.44
r,186, 20.32 , 113.462 , 62.267 , 5 , 7 ,,
rmore,, 132.172
r,187, 16.32 , 45.934 , 45.934 , 5 , 5 ,,
rmore,, 75.775
r,152, 0.007196603 , 2.59E-03
r,153, 0.005811161 , 2.46E-03
r,154, 0.005811161 , 2.72E-03
r,155, 0.005811161 , 2.74E-03
r,156, 0.007658417 , 2.29E-03
r,157, 0.007658417 , 2.46E-03
r,158, 0.007658417 , 2.70E-03
r,159, 0.007658417 , 2.81E-03
r,160, 0.009736581 , 2.52E-03
r,161, 0.009736581 , 2.59E-03
r,162, 0.010891116 , 2.52E-03
r,163, 0.010891116 , 2.68E-03
r,164, 0.012045651 , 2.58E-03
r,165, 0.012045651 , 2.61E-03
r,166, 0.012045651 , 2.81E-03
r,167, 0.012045651 , 2.81E-03
r,168, 0.013431094 , 2.67E-03
r,169, 0.007196603 , 2.56E-03
r,170, 0.005811161 , 2.45E-03
r,171, 0.005811161 , 2.56E-03
r,172, 0.005811161 , 2.72E-03
r,173, 0.007658417 , 2.26E-03
r,174, 0.007658417 , 2.45E-03
r,175, 0.007658417 , 2.57E-03
r,176, 0.007658417 , 2.85E-03
r,177, 0.009736581 , 2.39E-03
r,178, 0.009736581 , 2.57E-03
r,179, 0.010891116 , 2.39E-03
r,180, 0.010891116 , 2.62E-03
r,181, 0.012045651 , 2.53E-03
r,182, 0.012045651 , 2.69E-03
r,183, 0.013431094 , 2.57E-03
r,184, 0.013431094 , 2.62E-03
r,185, 0.013431094 , 2.68E-03
n,1,0,6.3 !主梁(这里是用节点来建立模型自己慢慢看)
n,2,-8,6.3
n,18,-200,6.3
fill,2,18
n,19,-218,6.3
n,20,-236,6.3
n,33,-392,6.3
fill,20,33
n,34,-400,6.3
n,35,-404,6.3
n,36,-408,6.3
nsym,x,100,2,36,1
ngen,2,5000,1,136,1,,,-17.6
ngen,2,6000,1,136,1,,,17.6
type,3
real,190
*do,i,2,36
e,i
e,100+i
*enddo
e,2
n,500,218,-61.23,8.5 !右侧桥塔
n,514,218,0,22.5
n,524,218,58.763,12.229
n,527,218,79.963,8.524
n,528,218,82.963,8
n,529,218,85.563,7.55
n,530,218,87.563,7.2
n,531,218,89.163,6.92
n,543,218,108.68,3.56
n,544,218,111.46,3
fill,500,514
fill,514,524
fill,524,527
fill,531,543
nsym,z,600,500,544,1
n,700,-218,-55.73,9.76 !左侧桥塔
n,714,-218,0,22.5
n,724,-218,58.763,12.229
n,727,-218,79.963,8.524
n,728,-218,82.963,8
n,729,-218,85.563,7.55
n,730,-218,87.563,7.2
n,731,-218,89.163,6.92
n,743,-218,108.68,3.56
n,744,-218,111.46,3
fill,700,714
fill,714,724
fill,724,727
fill,731,743
nsym,z,800,700,744,1
n,900,344,0+3.5,17.6 !辅助桥墩和交界墩
n,910,344,-62+3.5,17.6
n,920,-344,0+3.5,17.6
n,930,-344,-56.9+3.5,17.6
n,940,404,0+3.5,17.6
n,950,404,-56.8+3.5,17.6
n,960,-404,0+3.5,17.6
n,970,-404,-41.04+3.5,17.6
fill,900,910
fill,920,930
fill,940,950
fill,960,970
nsym,z,1000,900,970,1
n,4000,-218,0,0
n,4001,-218,58.763,0
n,4002,-218,111.46,0
n,4010,218,0,0
n,4011,218,58.763,0
n,4012,218,111.46,0
!!耦合所需要的节点
n,9000,-404,0+3.5,17.6
n,9001,-404,6.3,17.6
n,9002,-404,0+3.5,-17.6
n,9003,-404,6.3,-17.6
n,9004,-344,0+3.5,17.6
n,9005,-344,6.3,17.6
n,9006,-344,0+3.5,-17.6
n,9007,-344,6.3,-17.6
n,9008,404,0+3.5,17.6
n,9009,404,6.3,17.6
n,9010,404,0+3.5,-17.6
n,9011,404,6.3,-17.6
n,9012,344,0+3.5,17.6
n,9013,344,6.3,17.6
n,9014,344,0+3.5,-17.6
n,9015,344,6.3,-17.6
n,9016,-218,0,0
n,9017,-218,6.3
n,9018,218,0,0
n,9019,218,6.3
!!真正的建立模型从这里开始这里是用循环语句说明每一段主梁对应的前面所定义的截面特性,看的懂撒。
type,1 !建立主梁,
mat,4
real,151
*do,i,1,35
e,i,i+1
*enddo
*do,i,2,35
e,100+i,100+i+1
*enddo
e,1,102
type,1 !建立***横梁*****
mat,6
real,151
*do,i,2,18
e,5000+i,i
e,6000+i,i
*enddo
*do,i,20,35
e,5000+i,i
e,6000+i,i
*enddo
e,5000+36,36
e,6000+36,36
*do,i,2,18
e,5000+100+i,i+100
e,6000+100+i,i+100
*enddo
*do,i,20,35
e,5000+100+i,i+100
e,6000+100+i,i+100
*enddo
e,5000+100+36,36+100
e,6000+100+36,36+100
type,2 !左塔斜拉索
mat,5
*do,i,1,17
real,151+i
e,6000+19-i,726+i
e,5000+19-i,1526+i
*enddo
*do,i,1,17
real,168+i
e,6000+19+i,726+i
e,5000+19+i,1526+i
*enddo
type,2 !右塔斜拉索
mat,5
*do,i,1,17
real,151+i
e,6000+19-i+100,526+i
e,5000+19-i+100,1126+i
*enddo
*do,i,1,17
real,168+i
e,6000+19+100+i,526+i
e,5000+19+100+i,1126+i
*enddo
type,1 !建立左侧桥塔
mat,2
*do,i,1,44
real,i
e,699+i,700+i
e,1499+i,1500+i
*enddo
type,1 !建立右侧桥塔
mat,2
*do,i,1,44
real,i+100
e,499+i,500+i
e,1099+i,1100+i
*enddo
type,1 !下横梁
mat,2
real,186
e,714,4000
e,1514,4000
e,514,4010
e,1114,4010
type,1 !中横梁
mat,2
real,187
e,724,4001
e,4001,1524
e,524,4011
e,1124,4011
type,1 !上横梁
mat,7
real,186
e,744,4002
e,1544,4002
e,544,4012
e,1144,4012
type,1 !建立桥墩
mat,3
real,150
*do,i,1,10
e,899+i,900+i
e,919+i,920+i
e,939+i,940+i
e,959+i,960+i
e,1899+i,1900+i
e,1919+i,1920+i
e,1939+i,1940+i
e,1959+i,1960+i
*enddo
!!!!***********************************
d,970,all
d,1970,all
d,930,all
d,1930,all
d,700,all
d,1500,all
d,500,all
d,1100,all
d,910,all
d,1910,all
d,950,all
d,1950,all
!!!耦合节点(耦合节点是什么意思知道不?)就是把节点处每个部分的受力时的运动方向和实际的方向统一起来。
cp,6,uy,960,6035
cp,7,uy,1960,5035
cp,8,uy,920,6029
cp,9,uy,1920,5029
cp,10,uy,940,6135
cp,11,uy,1940,5135
cp,12,uy,900,6129
cp,13,uy,1900,5129
cp,14,uy,19,4000
cp,15,uz,19,4000
cp,16,rotx,19,4000
cp,17,uy,119,4010
cp,18,uz,119,4010
cp,19,rotx,119,4010
finish |