连续梁桥ansys命令流
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!!连续梁桥
/prep7
et,1,4 !!!!定义梁单元
et,2,21 !!!!定义mass21单元
!!定义粱材料!!泊松比!!密度
mp,ex,2,3.45e10 !!直线段梁材料和1M段梁材料mp,nuxy,2,0.2
mp,dens,2,3302.153125
mp,ex,3,3.45e10
mp,nuxy,3,0.2
mp,dens,3,3301.658695
mp,ex,4,3.45e10
mp,nuxy,4,0.2
mp,dens,4,3299.906778
mp,ex,5,3.45e10
mp,nuxy,5,0.2
mp,dens,5,3298.327219
mp,ex,6,3.45e10
mp,nuxy,6,0.2
mp,dens,6,3292.351605
mp,ex,7,3.45e10
mp,nuxy,7,0.2
mp,dens,7,3284.137255
mp,ex,8,3.45e10
mp,nuxy,8,0.2
mp,dens,8,3271.802136
mp,ex,9,3.45e10
mp,nuxy,9,0.2
mp,dens,9,3260.41903
mp,ex,10,3.45e10
mp,nuxy,10,0.2
mp,dens,10,3248.193657
mp,nuxy,11,0.2
mp,dens,11,3235.117644
mp,ex,12,3.45e10
mp,nuxy,12,0.2
mp,dens,12,3221.585664
mp,ex,13,3.45e10
mp,nuxy,13,0.2
mp,dens,13,3208.826871
mp,ex,14,3.45e10
mp,nuxy,14,0.2
mp,dens,14,3194.279207
mp,ex,15,3.45e10
mp,nuxy,15,0.2
mp,dens,15,3179.924673
mp,ex,16,3.45e10
mp,nuxy,16,0.2
mp,dens,16,3166.445716
mp,ex,17,3.45e10
mp,nuxy,17,0.2
mp,dens,17,3152.555731
mp,ex,18,3.45e10
mp,nuxy,18,0.2
mp,dens,18,3138.312105
mp,ex,19,3.45e10
mp,nuxy,19,0.2
mp,dens,19,3124.795334
mp,ex,20,3.45e10
mp,nuxy,20,0.2
mp,dens,20,3110.7135
mp,ex,21,3.45e10
mp,nuxy,21,0.2
mp,dens,21,3097.080875
mp,nuxy,22,0.2
mp,dens,22,3083.186268
mp,ex,23,3.45e10
mp,nuxy,23,0.2
mp,dens,23,3068.968824
mp,ex,24,3.45e10
mp,nuxy,24,0.2
mp,dens,24,3055.612436
mp,ex,25,3.45e10
mp,nuxy,25,0.2
mp,dens,25,3045.857147
mp,ex,26,3.45e10
mp,nuxy,26,0.2
mp,dens,26,3035.174287
mp,ex,27,3.45e10
mp,nuxy,27,0.2
mp,dens,27,3026.696551
mp,ex,28,3.45e10
mp,nuxy,28,0.2
mp,dens,28,3015.795365
mp,ex,29,3.45e10
mp,nuxy,29,0.2
mp,dens,29,3007.710181
mp,ex,30,3.45e10
mp,nuxy,30,0.2
mp,dens,30,3000.513837
mp,ex,31,3.45e10
mp,nuxy,31,0.2
mp,dens,31,2978.611375
mp,ex,32,3.45e10
mp,nuxy,32,0.2
mp,dens,32,2958.618861
mp,nuxy,33,0.2
mp,dens,33,2937.888072
mp,ex,34,3.45e10
mp,nuxy,34,0.2
mp,dens,34,2919.475751
mp,ex,35,3.45e10
mp,nuxy,35,0.2
mp,dens,35,2903.359983 !!6700处
mp,ex,36,3.45e10
mp,nuxy,36,0.2
mp,dens,36,3302.153125 !!可以不用
mp,ex,37,3.45e10
mp,nuxy,37,0.2
mp,dens,37,3302.153125
mp,ex,38,3.45e10 !!-700处梁
mp,nuxy,38,0.2
mp,dens,38,3180.578901
mp,ex,39,3.45e10 !!边支点横隔板
mp,nuxy,39,0.2
mp,dens,39,2868.674818
mp,ex,40,3.45e10 !!合拢段横隔板
mp,nuxy,40,0.2
mp,dens,40,2868.674818
mp,ex,41,3.45e10 !!中支点横隔板
mp,nuxy,41,0.2
mp,dens,41,2757.470588
mp,ex,1,3.25e10 !!!!定义墩材料属性
mp,nuxy,1,0.2
mp,dens,1,2650
!!定义实常数编号,面积,IYY,IZZ,宽,高,,RMORE,,抗扭惯距!!主梁截面
r,1,11.851,28.52,215.151,16.95,4,, !!直线段rmore,,56.8972
r,2,11.862,28.57,215.458,16.95,4.001,, !!截面100处rmore,,56.905
r,3,11.871,28.91,215.622,16.95,4.009,,
rmore,,57.345
r,4,11.903,29.03,215.78,16.95,4.025,,
rmore,,57.938
r,5,11.932,29.626,215.88,16.95,4.049,,
rmore,,58.502
r,6,12.043,30.402,217.093,16.95,4.081,, rmore,,59.768
r,7,12.199,31.407,218.899,16.95,4.121,, rmore,,61.445
r,8,12.441,32.716,221.806,16.95,4.169,, rmore,,63.652
r,9,12.673,34.21,224.418,16.95,4.226,,
rmore,,66.058
r,10,12.932,35.94,227.279,16.95,4.290,, rmore,,68.801
r,11,13.221,37.941,230.512,16.95,4.362,, rmore,,71.948
r,12,13.534,40.233,233.872,16.95,4.442,, rmore,,75.432
r,13,13.843,42.747,237.133,16.95,4.530,, rmore,,79.173
r,14,14.213,45.688,241.054,16.95,4.627,, rmore,,83.484
r,15,14.598,48.964,245.004,16.95,4.731,, rmore,,88.155
r,16,14.979,52.547,248.817,16.95,4.843,, rmore,,93.111
r,17,15.393,56.562,252.927,16.95,4.963,, rmore,,98.528
r,18,15.842,61.069,257.347,16.95,5.092,, rmore,,104.47
r,19,16.293,65.992,261.673,16.95,5.228,, rmore,,110.742
r,20,16.791,71.484,266.426,16.95,5.372,, rmore,,117.648
r,21,17.303,77.568,271.225,16.95,5.525,, rmore,,124.861
r,22,17.858,84.282,276.363,16.95,5.685,, rmore,,132.631
r,23,18.464,91.768,281.923,16.95,5.854,, rmore,,141.068
r,24,19.072,99.936,287.364,16.95,6.03,, rmore,,149.875
r,25,19.524,108.482,291.159,16.95,6.214,, rmore,,158.46
r,26,20.084,118.046,295.597,16.95,6.407,, rmore,,167.857
r,27,20.536,128.202,298.9,16.95,6.607,, rmore,,177.137
r,28,21.148,139.669,303.86,16.95,6.816,, rmore,,187.495
r,29,21.626,151.737,307.186,16.95,7.032,, rmore,,197.507
r,30,22.07,164.734,310.057,16.95,7.257,, rmore,,207.681
r,31,23.541,182.225,323.433,16.95,7.490,, rmore,,223.527
r,32,25.066,201.932,336.467,16.95,7.730,, rmore,,241.046
r,33,26.871,223.700,351.448,16.95,7.979,, rmore,,257.765
r,34,28.707,247.928,365.663,16.95,8.235,, rmore,,275.922
r,35,30.533,274.36,378.934,16.95,8.500,, rmore,,294.461
r,46,14.58,35.599,238.702,16.95,4,, rmore,,238.702
!!横隔板截面
!!边支点
r,36,35.376,54.393,339.84,16.95,4.00,, rmore,,128.747
!!合拢段
r,37,35.376,53.405,339.84,16.95,4.00,, rmore,,127.015
!!中支点
r,38,71.981,454.871,543.871,16.95,8.5,, rmore,,684.565
!!主墩截面
!!截面1(实心)
r,39,39.932,82.876,212.138,8,5,, rmore,,203.709
!!截面(1/2空心)
r,40,23.863,72.571,168.024,8,5,, rmore,,168.491
!!截面3(空心)
r,41,14.236,52.366,114.529,8,5,, rmore,,116.391
!!边墩截面
!!截面1(实心1)
r,42,36.113,66.217,177.703,7.7,4.7,, rmore,,165.119
!!截面2(空心1/2)
r,43,20.753,35.743,99.711,7,4,, rmore,,88.486
!!截面3(空心)
r,44,9.103,16.082,45.911,6.5,3.5,, rmore,,39.39
!!截面4(实心2)
r,45,22.673,23.005,79.361,6.5,3.5,, rmore,,61.527
!!截面5(1/2)空心2
r,49,16,21.958,68.708,6.5,3.5,, rmore,,55.682
!!建立第一跨梁节点
xl=atan(1.029/80)
n,1,0,
n,2,2.25,2.25*xl
n,3,6,6*xl
n,4,9,9*xl
n,5,11,11*xl
n,6,13,13*xl-0.0045
n,7,15,15*xl-0.0135
n,8,17,17*xl-0.023
n,9,19,19*xl-0.038
n,10,21,21*xl-0.062
n,11,23,23*xl-0.092
n,12,25,25*xl-0.1275
n,13,27,27*xl-0.167
n,14,29,29*xl-0.2115
n,15,31,31*xl-0.261
n,16,33,33*xl-0.314
n,17,35,35*xl-0.3715
n,18,37,37*xl-0.435
n,19,39,39*xl-0.502
n,20,41,41*xl-0.5725
n,21,43,43*xl-0.648
n,22,45,45*xl-0.728
n,23,47,47*xl-0.8115
n,24,49,49*xl-0.8995
n,25,51,51*xl-0.9925
n,26,53,53*xl-1.0895
n,27,55,55*xl-1.1905
n,28,57,57*xl-1.325
n,29,59,59*xl-1.433
n,30,61,61*xl-1.5155
n,31,63,63*xl-1.6325
n,32,65,65*xl-1.7535
n,33,67,67*xl-1.879
n,34,69,69*xl-2.007
n,35,71,71*xl-2.1325
n,36,73,73*xl-2.2635
n,37,75,75*xl-2.399
n,38,77,77*xl-2.533
n,39,79,79*xl-2.631
xl2=atan(0.7/140)
local,11,0,80,80*xl-2.631,0,xl2
nsym,x,35,5,39,1 !!复制粱结点从5到39结点编号增加35 csys,0
n,75,149.6,0.15852
local,12,0,150,0.15852,0,xl2
nsym,x,36,40,75,1
local,13,0,220,-1.6027,0
nsym,x,111,1,111,1
csys,0
n,500,80,80*xl-2.631
n,501,220,-1.6027
n,502,360,-1.6148
csys,0 !!返回普通坐标
!!建立墩结点
!!PM112边墩截面
n,300,0,-2.165 !!(实心)2米长
n,301,0,-4.365
n,302,0,-9.365 !!(1/2空心)5M长
n,303,0,-13.365
n,304,0,-17.365
n,305,0,-21.365
n,306,0,-24.93
n,307,0,-28.93
n,308,0,-30.63
!!PM113主敦截面
n,309,80,0.5-6.665-0.8
n,310,80,0.5-3.5-6.665 !!(实心)3.5m
n,311,80,0.5-8.5-6.665 !!(1/2空心)5m n,312,80,0.5-12.5-6.665 !!(空心)4M
n,313,80,0.5-16.5-6.665 !!
n,314,80,0.5-18.594-6.665
n,315,80,0.5-22.594-6.665
n,316,80,0.5-24.594-6.665+0.4!(实心)2m
!!pm114主墩截面
n,350,220,0.5-6.665-0.8 !
n,351,220,0.5-3.5-6.665 !!(1/2空心)5m n,352,220,0.5-8.5-6.665 !!(空心)5m
n,353,220,0.5-12.5-6.665 !!(空心)6.064M n,354,220,0.5-16.5-6.665 !!(1/2空心)4M n,355,220,0.5-19.294-6.665 !!(实心)2M n,356,220,0.5-23.294-6.665
n,357,220,0.5-25.294-6.665+0.4
local,13,0,220,-1.6027,0
nsym,x,17,300,316,1
csys,0
!!生成边跨1
mat,39
real,36
e,1,2
mat,38
real,46
e,2,3
mat,2
real,1
e,3,4
e,4,5
mat,2
real,2
e,5,6
*do,i,3,35,1
mat,i
real,i
e,3+i,4+i
*enddo
*do,i,3,35,1
mat,i
real,i
e,38+i,39+i
*enddo
*do,i,3,35,1
mat,i
real,i
e,74+i,75+i
*enddo
*do,i,3,35,1
real,i
e,114+i,115+i *enddo
*do,i,3,35,1 mat,i
real,i
e,149+i,150+i *enddo
*do,i,3,35,1 mat,i
real,i
e,185+i,186+i *enddo
mat,41 real,38
e,39,500
mat,41 real,38
e,500,74
mat,2
real,2
e,41,40
mat,2
real,1
e,40,75
mat,40 real,37
e,75,111
mat,2
real,1
e,111,76
mat,2
real,2
mat,41 real,38 e,110,501
mat,41 real,38 e,501,221
mat,2 real,2 e,188,187
mat,2 real,1 e,187,222
mat,41 real,37 e,222,186
mat,2 real,1 e,186,151
mat,2 real,2 e,151,152
mat,41 real,38 e,185,502
mat,41 real,38 e,502,150
mat,39 real,36 e,112,113
real,46 e,113,114
mat,2 real,1
e,114,115 e,115,116
mat,2 real,2
e,116,117
!!建立桥墩!!边墩1 mat,1 real,42 e,300,301
mat,1 real,43 e,301,302
mat,1 real,44 e,302,303
mat,1 real,44 e,303,304
mat,1 real,44 e,304,305
mat,1 real,44 e,305,306
mat,1 real,49 e,306,307
mat,1 real,45 e,307,308
!!主墩1 mat,1 real,39 e,309,310
mat,1 real,40 e,310,311
mat,1 real,41 e,311,312
mat,1 real,41 e,312,313
mat,1 real,41 e,313,314
mat,1 real,40 e,314,315
mat,1 real,39 e,315,316
!!主墩2 mat,1 real,39 e,350,351
mat,1 real,40 e,351,352
mat,1