ansys中混凝土结构的计算

(1) 转贴一个例题，来自中国有限元联盟论坛-运行没有问题/title, fixed - fixed concrete beam example/prep7et,1,65mp,ex,1,3e7 ! steel rebar (units are pounds, inches) MP,PRXY, 1,0.3mp,ex,2,1e6, ! concrete MP,PRXY, 2,0.3mp,dens,2,.00025tb,concr,2tbdata,1,.3,.5,200,4000 ! shear coeffs, tensile and compress strength r,1,1,.03,0,0 ! mat 1 (steel), 3 percent reinforcement in x dir r,2,1,.01,0,0 ! mat 1 (steel), 1 percentr,3,1,.04,0,0 ! mat 1 (steel), 4 percent block,100,5,5block,100,5,10,5 block,100,10,15,5!vovlap,allNUMMRG,KP, , , ,LOW numcmp,volu esize,5mat,2 ! concrete materialreal,1 ! rebar vmesh,1real,2vmesh,2real,3 vmesh,3 nsel,s,loc,x d,all,all nsel,s,loc,x,100 d,all,allnsel,allfini/solunsel,s,loc,y,15 sf,all,pres,100 nsel,allOUTRES,ALL,ALL, nsub,10 solve fini/post1 /DEVICE,VECTOR,1 set,last plcrackfini(2) ! ANSYS SOLID65 环向布置钢筋的例子运行没有问题! 一个管道，环向配筋率为 1%，纵向配筋率为 0.5%，径向配筋率为 0.1%! 作者: 陆新征 清华大学土木系!FINISH/CLEAR/PREP7!*! 单元属性ET,1,SOLID65!*KEYOPT,1,1,0 !表示考虑大变形KEYOPT,1,5,0 !表示只打印质心的线性解KEYOPT,1,6,0 !表示只打印质心的线性解KEYOPT,1,7,1 !表示开裂后考虑应力松弛，有助于计算收敛!*!实参数 1：不同方向配筋R,1,2,.001, , ,2, .01,RMORE, 90, ,2,.005 ,90 ,90 ,!材料属性!混凝土基本材料属性MPTEMP,MPTEMP,1,0MPDATA,EX,1,30E2MPDATA,PRXY,1,.2!屈服准则TB,MISO,1,1,5, !多线性等向强化，材料号为1，数据的温度数为 1，对某一给定温度数据 的点数为 5。TBTEMP,0!为材料表定义温度值。TBPT,0.0005,15TBPT,0.001,21TBPT,0.0015,24TBPT,0.002,27TBPT,0.003,24!破坏准则TB,CONC,1,1,9,!材料号为 1，数据的温度数为1，对某一给定温度数据的点数为 9 。!为材料表定义温度值。TBTEMP,0TBDATA,1,MPTEMP,MPTEMP,1,0 !钢材基本属性MPDATA,EX,2,200E3MPDATA,PRXY,2,.27!屈服准则TB,BISO,2,1,2,!双线性等向强化，材料号为 2，数据的温度数为1，对某一给定温度数据的点数为 2。TBTEMP,0!为材料表定义温度值为0 度。TBDATA,310,2E3, !给当前数据表定义数据。! 管道内径和外径CYL4,0,0,3000, , , ,10000!生成内径为 2000，外径为 3000，长度为 10000 的管道CYL4,0,0,2000, , , ,10000VSBV, 1, 2!体相减，在体1 中减去体2! 定义局部柱坐标CSWPLA,11,1,1,1,!通过当前定义的工作平面的原点为中心建立局部坐标系，第一个 1表示为柱坐标。后!两个 1 表示比率，一般不用KWPAVE, 11!移动工作平面到关键点 11WPRO,-90.000000, !旋转工作平面VSBW, 3 !由工作平面剖分体 3WPCSYS,-l,0!通过当前坐标系的R-0来定义工作平面，T表示图形窗口编号，0为坐标系的编号。KWPAVE, 1!移动工作平面到关键点 1WPRO,-90.000000 ! 旋转工作平面 VSBW,ALL! 工作平面剖分体ESIZE,500,0,! 设置单元尺寸大小! 注意：设定单元局部坐标VATT, 1, 1, 1, 11!给体分配属性，材料号为1,实常数为1, TYPE号为1,坐标系号为 11。!*VSWEEP,ALL! 划分网格，体扫掠划分/DEVICE,VECTOR,1! 绘制等值线/ESHAPE,1.0/REPLO! 注意：红色代表最大配筋方向，绿色代表其次，蓝色表示最小配筋方向(3) /clearbeam189单元的定性命令，能运行的通/filname,beam189test,1/PREP7ET,1,BEAM189!定义单元类型及其KEYOPT选项KEYOPT,1,7,2KEYOPT,1,8,3KEYOPT,1,9,3SECTYPE, 1, BEAM, RECT, , 0SECOFFSET, CENTSECDATA,300,500,0,0,0,0,0,0,0,0SECTYPE, 2, BEAM, RECT, , 0 SECOFFSET, CENTSECDATA,500,500,0,0,0,0,0,0,0,0MPTEMP,MPTEMP,1,0MPDATA,EX,1,2.06e5MPDATA,PRXY,1,0.3MPTEMP,MPTEMP,1,0MPDATA,DENS,1,7.85e-9K,1,0,0,0,K,2,6000,0,0,K,3,6000,4000,0,K,4,0,4000,0,K,5,0,0,-5000,K,6,6000,0,-5000,K,7,6000,4000,-5000,K,8,0,4000,-5000,LSTR,1,2LSTR,2,3LSTR,3,4LSTR,4,1LSTR,1,5LSTR,2,6LSTR,3,7LSTR,4,8LSEL,S,1,2,1,LATT,1,1,6,1LSEL,S,3,4,1,LATT,1,1,8,1LSEL,S,5,LATT,1,1,8,2LSEL,S,6,LATT,1,1,7,2LSEL,S,7,LATT,1,1,6,2LSEL,S,8,LATT,1,1,5,2ALLSEL,ALL!定义第一种截面!定义第二种截面!定义第一种材料弹性模量，泊松比，密度!定义关键点 KEYPOINT!通过KEYPOINT定义线LINE，梁!通过KEYPOINT定义线LINE，柱!给LINE赋属性材料，截面，单元类型!指定划分单元长度!划分单元LESIZE,ALL,1000, , , , , , ,1LMESH,ALL/soluD,ALL, , , , ,ALL, , , ,NSEL,S,LOC,Z,-5000ACEL,0,0,9810,ESEL,S,SEC,1SFBEAM,ALL,1,PRES,-500,-500, , , ,!按位置选择需要施加约束的节点!柱底施加固定约束!施加重力荷载!选择全部梁!对全部梁施加压力 PRESSUREALLSEL,ALLSOLVE!求解/post1!绘制位移结果PLNSOL,U,Z,0,1!绘制应力结果/ESHAPE,1(4) finish带有三个圆孔的平面支座的分析，可以运行的通/clear,start/filname,ex2_2/title,2d plane stress bracket/prep7blc4,0,0,80,100cyl4,80,50,50cyl4,0,20,20cyl4,0,80,20blc4,-20,20,20,60aadd,allcyl4,80,50,30cyl4,0,20,10cyl4,0,80,10asba,6,1asba,4,3asba,1,2et,1,plane82keyopt,1,3,3r,1,20mp,ex,1,200000mp,prxy,1,0.3aesize,all,7amesh,allfinish/soluantype,0dl,7,all,0dl,8,all,0dl,9,all,0dl,10,all,0dl,11,all,0dl,12,all,0dl,13,all,0dl,14,all,0fk,9,fy,-1000solvefinish/post1plnsol,s,eqvancntr,10,0.15finish(5) /titl e,buckling of a bar 杆件的屈曲分析，可以运行的通/prep7et,1,plane42,3r,1,0.01mp,ex,1,2.1e11mp,prxy,1,0.3n,1n,21,1fillngen,2,21,1,21,0.01e, 22,23,2,1egen,20,1,1finish/solud,1,all,22,21f, 21,fy,-0.5,42,21pstrss,onsolvefinish/soluantype,bucklebucopt,subsp,1mxpand,1solvefinishFinish在接头固定处定义预紧，能运行的通/clear/prep7/title,Sample application of PSMESH!标题， PSMESH 运用示例et,1,92 mp,ex,1,1e7 MP,PRXY, 1,0.3 mp,alpx,1,1.3e-5 mp,ex,2,3e7 MP,PRXY, 2,0.3 mp,alpx,2,8.4e-6 tref,70 /foc,-.09,.34,.42 /dist,.99 /ang,-55.8 /view,.39,-.87,.31 /pnum,volu,1 /num,1cylind,0.5, -0.25,0, cylind,0.5, 1,1.25, cylind,0.25, 0,1, wpoff,.05 wpstyle,0 cylind,0.35,1, 0,0.75, wpoff,-.1 wpstyle,0 cylind,0.35,1, 0.75,1, vglue,all numc,all vplot mat,1 smrt,off vmesh,4,5 mat,2vmesh,1,3 /pnum,mat,1 eplot psmesh,example,volu,1 CM,lines,LINE /dist,1.1 cmplot/solu eqslve,pcg,1e-8 asel,s,loc,y da,all,symm asel,all dk,1,ux dk,12,ux0,1800,1800,180,180,1800,z,0.5,ndk,1,uz sload,1,9,tiny,force,100,1,2 /title,Sample application of PSMESH - preload only solve !Finally, we construct the actual solution of interest. We want to!know what happens to the preload in the bolt, and the stress field around !it, when the assembly temperature rises to 150 F.!Both the preload and the stresses increase because, for a uniform !temperature rise, there is greater thermal expansion in the aluminum plates !than in the steel bolt. Any method for applying preload that did not !allow the load to change would be unable to predict this result./post1plnsol,s,z/soluantype,restarttunif,150/title,Sample application of PSMESH - uniform 150 deg solve/post1plnsol,s,z(6) 发信人：windoe (风娃娃为了论文，冲啊！),信区：St rue ture标 题: 大牛 yulee 的混凝土非线性计算实例(1) Ansys发信站：BBS水木清华站(Thu Dee 4 19:19:34 2003),转信，运行没有问题 !MISO 单压FINISH/CLEAR/PREP7ET,1,SOLID65R,1MP,EX,1,30E3MP,NUXY,1,0.2TB,CONCR,1,1TBTEMP,0TBDATA,1,0.3,0.5,2.5,-1TB,MISO,1,1,15TBPT, 100E-6, 3.0TBPT, 300E-6, 8.3TBPT, 600E-6,14.6TBPT, 900E-6,19.1TBPT,1100E-6,21.0TBPT,1250E-6,22.0TBPT,1400E-6,22.6TBPT,1550E-6,22.8TBPT,1650E-6,22.7TBPT,1800E-6,22.3TBPT,2000E-6,21.4TBPT,2800E-6,16.8TBPT,3200E-6,14.7TBPT,3800E-6,12.3TBPT,4600E-6,9.9!TB,MKIN,1!TBTEMP,STRAIN!TBDATA,600E-6,1100E-6,1600E-6,3000E-6,4500E-6!TBTEMP,0!TBDATA,15,21.5,23,16,9BLOCK,0,50,0,50,0,50MSHAPE,0,3DMSHKEY,1ESIZE,10VMESH,ALLNSEL,S,LOC,X,0D,ALL,UX,0NSEL,S,LOC,Y,0D,ALL,UY,0NSEL,S,LOC,Z,0D,ALL,UZ,0NSEL,S,LOC,Y,50CP,1,UY,ALLNSEL,ALLFINISH/VIEW,1,1,1,1/REPLOT/SOLUANTYPE,STATICAUTOTS,OFFOUTRES,ALL,1TIME,50NSUBST,50D,1,UY,-.25NSEL,ALLSOLVEFINISH/POST26NSOL,2,1,U,Y,UYRFORCE,3,1,F,Y,FYADD,4,2,STRAIN,-1/50ADD,5,3,STRESS,-1/2500/AXLAB,X,STRAIN/AXLAB,Y,STRESSXVAR,4PLVAR,5FINISHStructure，运行没有问题(7) 发信人：windoe (风娃娃为了论文，冲啊！),信区: 标 题: 大牛 yulee 的混凝土非线性计算实例(2) Ansys发信站：BBS水木清华站(Thu Dec 4 19:20:18 2003),转信 !MISO 约束压FINISH/CLEAR/PREP7ANTYPE,STATICET,1,SOLID65R,1MP,EX,1,30E3MP,NUXY,1,0.2TB,CONCR,1,1TBTEMP,0TBDATA,1,0.3,0.5,2.5,-1TB,MISO,1,1,15TBPT, 100E-6, 3.0TBPT, 300E-6, 8.3TBPT, 600E-6,14.6TBPT, 900E-6,19.1TBPT,1100E-6,21.0TBPT,1250E-6,22.0TBPT,1400E-6,22.6TBPT,1550E-6,22.8TBPT,1650E-6,22.7TBPT,1800E-6,22.3TBPT,2000E-6,21.4TBPT,2800E-6,16.8TBPT,3200E-6,14.7TBPT,3800E-6,12.3TBPT,4600E-6,9.9!TB,MKIN,1!TBTEMP,STRAIN!TBDATA,600E-6,1100E-6,1600E-6,3000E-6,4500E-6 !TBTEMP,0!TBDATA,15,21.5,23,16,9BLOCK,0,50,0,50,0,50 ESIZE,10VMESH,ALLMSHAPE,0,3DNSEL,S,LOC,X,0D,ALL,UX,0NSEL,S,LOC,Y,0D,ALL,UY,0 NSEL,S,LOC,Z,0D,ALL,UZ,0 NSEL,S,LOC,Y,50 CP,1,UY,ALLD,ALL,UX,0D,ALL,UZ,0NSEL,ALLFINISH /VIEW,1,1,1,1 /REPLOT/SOLUOUTRES,ALL,1TIME,20 NSUBST,20,0,20 D,1,UY,-.04LSWRITE,1TIME,30 NSUBST,20,0,20 D,1,UY,-.06LSWRITE,2TIME,40NSUBST,100D,1,UY,-.1LSWRITE,3LSSOLVE,1,3FINISH/POST26NSOL,2,1,U,Y,UYRFORCE,3,1,F,Y,FY ADD,4,2,STRAIN,-1/50 ADD,5,3,STRESS,-1/2500/AXLAB,X,STRAIN /AXLAB,Y,STRESSXVAR,4PLVAR,5FINISHStructure，运行有问题(8) 发信人：windoe (风娃娃为了论文，冲啊！),信区: 标 题: 大牛 yulee 的混凝土非线性计算实例(3) Ansys 发信站: BBS 水木清华站 (Thu Dec 4 19:22:00 2003), 转信 !KINH 滞回FINISH/CLEAR/PREP7ANTYPE,STATICET,1,SOLID65R,1MP,EX,1,30E3MP,NUXY,1,0.2TB,CONCR,1,1TBTEMP,0TBDATA,1,0.3,0.5,2.5,-1TB,KINH,1,1,10TBPT, 150E-6, 4.5TBPT, 600E-6,14.8TBPT,1000E-6,20.25TBPT,1300E-6,22.3TBPT,1480E-6,22.8TBPT,1620E-6,22.8TBPT,1800E-6,22.3TBPT,2000E-6,21.4TBPT,3500E-6,12.8TBPT,5000E-6, 9.0BLOCK,0,50,0,50,0,50ESIZE,10VMESH,ALLMSHAPE,0,3DNSEL,S,LOC,X,0D,ALL,UX,0NSEL,S,LOC,Y,0D,ALL,UY,0NSEL,S,LOC,Z,0D,ALL,UZ,0NSEL,S,LOC,Y,50CP,1,UY,ALLNSEL,ALLFINISH/VIEW,1,1,1,1/REPLOT/SOLUOUTRES,ALL,ALLTIME,20NSUBST,20,0,20D,1,UY,-.04LSWRITE,1TIME,35NSUBST,15,0,15D,1,UY,-.01LSWRITE,2TIME,90NSUBST,55,0,55D,1,UY,-.12LSWRITE,3TIME,125NSUBST,35,0,35D,1,UY,-.05LSWRITE,4TIME,175NSUBST,50,0,50D,1,UY,-.15LSWRITE,5LSSOLVE,1,5FINISH/POST26NSOL,2,1,U,Y,UYRFORCE,3,1,F,Y,FYADD,4,2,STRAIN,-1/50ADD,5,3,STRESS,-1/2500/AXLAB,X,STRAIN/AXLAB,Y,STRESSXVAR,4PLVAR,5FINISHStructure，运行没有问题(9) 发信人：windoe (风娃娃为了论文，冲啊！),信区: 标 题: 大牛 yulee 的混凝土非线性计算实例(4) Ansys 发信站: BBS 水木清华站 (Thu Dec 4 19:24:06 2003), 转信!KINH 压拉裂 压到峰值，泄载、反向加载到拉裂FINISH/CLEAR/PREP7ANTYPE,STATICET,1,SOLID65R,1MP,EX,1,30E3MP,NUXY,1,0.2TB,CONCR,1,1TBTEMP,0 TBDATA,1,0.3,0.5,2.5,-1 TB,KINH,1,1,10TBPT, 150E-6, 4.5TBPT, 600E-6,14.8 TBPT,1000E-6,20.25 TBPT,1300E-6,22.3 TBPT,1480E-6,22.8 TBPT,1620E-6,22.8 TBPT,1800E-6,22.3 TBPT,2000E-6,21.4 TBPT,3500E-6,12.8 TBPT,5000E-6, 9.0 BLOCK,0,50,0,50,0,50 ESIZE,10VMESH,ALLMSHAPE,0,3DNSEL,S,LOC,X,0D,ALL,UX,0NSEL,S,LOC,Y,0D,ALL,UY,0 NSEL,S,LOC,Z,0D,ALL,UZ,0 NSEL,S,LOC,Y,50CP,1,UY,ALL NSEL,ALLFINISH/VIEW,1,1,1,1/REPLOT/SOLUOUTRES,ALL,ALLTIME,20NSUBST,20,0,20D,1,UY,-.04 LSWRITE,1TIME,45NSUBST,25,0,25D,1,UY,.01LSWRITE,2LSSOLVE,1,2FINISH/POST26NSOL,2,1,U,Y,UYRFORCE,3,1,F,Y,FYADD,4,2,STRAIN,-1/50ADD,5,3,STRESS,-1/2500/AXLAB,X,STRAIN/AXLAB,Y,STRESSXVAR,4PLVAR,5FINISHStructure，运行有问题(10) 发信人：windoe (风娃娃为了论文，冲啊！),信区: 标 题: 大牛 yulee 的混凝土非线性计算实例(5) Ansys 发信站: BBS 水木清华站 (Thu Dec 4 19:26:10 2003), 转信FINISH/CLEAR/PREP7ANTYPE,STATICET,1,SOLID65R,1MP,EX,1,30E3MP,NUXY,1,0.2TB,CONCR,1,1TBTEMP,0TBDATA,1,0.3,0.5,2.5,-1TB,KINH,1,1,18TBPT, 100E-6, 3.0TBPT, 300E-6, 8.3TBPT, 600E-6,14.6TBPT, 900E-6,19.1TBPT,1100E-6,21.0TBPT,1250E-6,22.0TBPT,1400E-6,22.6TBPT,1550E-6,22.8TBPT,1650E-6,22.7TBPT,1800E-6,22.3TBPT,2000E-6,21.4TBPT,2400E-6,19.1TBPT,2800E-6,16.8TBPT,3200E-6,14.7TBPT,3600E-6,13.0TBPT,4100E-6,11.3TBPT,4600E-6,9.9BLOCK,0,50,0,50,0,50ESIZE,10VMESH,ALLMSHAPE,0,3DNSEL,S,LOC,X,0D,ALL,UX,0NSEL,S,LOC,Y,0D,ALL,UY,0NSEL,S,LOC,Z,0D,ALL,UZ,0NSEL,S,LOC,Y,50CP,1,UY,ALLNSEL,ALLFINISH/VIEW,1,1,1,1/REPLOT/SOLUOUTRES,ALL,ALLTIME,50NSUBST,50,0,50D,1,UY,-.25SOLVEFINISH/POST26NSOL,2,1,U,Y,UYRFORCE,3,1,F,Y,FYADD,4,2,STRAIN,-1/50ADD,5,3,STRESS,-1/2500/AXLAB,X,STRAIN/AXLAB,Y,STRESSXVAR,4PLVAR,5FINISHStructure，运行有问题(11) 发信人：windoe (风娃娃为了论文，冲啊！),信区: 标 题: 大牛 yulee 的混凝土非线性计算实例(6) Ansys 发信站: BBS 水木清华站 (Thu Dec 4 19:27:21 2003), 转信 !MISO 约束压FINISH/CLEAR/PREP7ANTYPE,STATICET,1,SOLID65R,1MP,EX,1,30E3MP,NUXY,1,0.2TB,CONCR,1,1TBTEMP,0TBDATA,1,0.3,0.5,2.5,-1TB,KINH,1,1,15TBPT, 100E-6, 3.0TBPT, 300E-6, 8.3TBPT, 600E-6,14.6TBPT, 900E-6,19.1TBPT,1100E-6,21.0TBPT,1250E-6,22.0TBPT,1400E-6,22.6TBPT,1550E-6,22.8TBPT,1650E-6,22.7TBPT,1800E-6,22.3TBPT,2000E-6,21.4TBPT,2800E-6,16.8TBPT,3200E-6,14.7TBPT,3800E-6,12.3TBPT,4600E-6,9.9!TB,MKIN,1!TBTEMP,STRAIN!TBDATA,600E-6,1100E-6,1600E-6,3000E-6,4500E-6 !TBTEMP,0!TBDATA,15,21.5,23,16,9BLOCK,0,50,0,50,0,50ESIZE,10VMESH,ALLMSHAPE,0,3DNSEL,S,LOC,X,0D,ALL,UX,0NSEL,S,LOC,Y,0D,ALL,UY,0NSEL,S,LOC,Z,0D,ALL,UZ,0NSEL,S,LOC,Y,50CP,1,UY,ALLD,ALL,UX,0D,ALL,UZ,0NSEL,ALLFINISH/VIEW,1,1,1,1/REPLOT/SOLUOUTRES,ALL,1TIME,20NSUBST,20,0,20D,1,UY,-.04LSWRITE,1TIME,30NSUBST,20,0,20D,1,UY,-.06LSWRITE,2TIME,40NSUBST,100D,1,UY,-.1LSWRITE,3LSSOLVE,1,3FINISH/POST26NSOL,2,1,U,Y,UYRFORCE,3,1,F,Y,FYADD,4,2,STRAIN,-1/50ADD,5,3,STRESS,-1/2500/AXLAB,X,STRAIN/AXLAB,Y,STRESSXVAR,4PLVAR,5FINISHStructure，运行没有问题(12 )发信人：windoe (风娃娃为了论文，冲啊！),信区: 标 题: 大牛 yulee 的混凝土非线性计算实例(7) Ansys发信站：BBS水木清华站(Thu Dec 4 19:28:29 2003),转信!MISO 滞回FINISH/CLEAR/PREP7ANTYPE,STATICET,1,SOLID65R,1MP,EX,1,30E3MP,NUXY,1,0.2TB,CONCR,1,1TBTEMP,0TBDATA,1,0.3,0.5,2.5,-1TB,MISO,1,1,15TBPT, 100E-6, 3.0TBPT, 300E-6, 8.3TBPT, 600E-6,14.6TBPT, 900E-6,19.1TBPT,1100E-6,21.0 TBPT,1250E-6,22.0 TBPT,1400E-6,22.6 TBPT,1550E-6,22.8 TBPT,1650E-6,22.7 TBPT,1800E-6,22.3 TBPT,2000E-6,21.4 TBPT,2800E-6,16.8 TBPT,3200E-6,14.7 TBPT,3800E-6,12.3 TBPT,4600E-6,9.9 BLOCK,0,50,0,50,0,50 ESIZE,10VMESH,ALLMSHAPE,0,3D NSEL,S,LOC,X,0 D,ALL,UX,0NSEL,S,LOC,Y,0 D,ALL,UY,0NSEL,S,LOC,Z,0 D,ALL,UZ,0 NSEL,S,LOC,Y,50 CP,1,UY,ALLNSEL,ALLFINISH /VIEW,1,1,1,1 /REPLOT/SOLU OUTRES,ALL,ALL TIME,20 NSUBST,20,0,20 D,1,UY,-.04 LSWRITE,1TIME,35 NSUBST,15,0,15 D,1,UY,-.01LSWRITE,2TIME,60 NSUBST,25,0,25 D,1,UY,-.06LSWRITE,3TIME,80NSUBST,20,0,20D,1,UY,-.02LSWRITE,4TIME,110NSUBST,30,0,30D,1,UY,-.08LSWRITE,5LSSOLVE,1,5FINISH/POST26NSOL,2,1,U,Y,UYRFORCE,3,1,F,Y,FYADD,4,2,STRAIN,-1/50ADD,5,3,STRESS,-1/2500/AXLAB,X,STRAIN/AXLAB,Y,STRESSXVAR,4PLVAR,5FINISHStructure，运行有问题(13 )发信人：windoe (风娃娃为了论文，冲啊！),信区:标 题: 大牛 yulee 的混凝土非线性计算实例(8) Ansys 发信站: BBS 水木清华站 (Thu Dec 4 19:31:21 2003), 转信 !MISO 单压FINISH/CLEAR/PREP7ANTYPE,STATICET,1,SOLID65R,1MP,EX,1,30E3MP,NUXY,1,0.2TB,CONCR,1,1TBTEMP,0TBDATA,1,0.3,0.5,2.5,-1TB,MISO,1,1,10TBPT, 150E-6, 4.5TBPT, 600E-6,14.8TBPT,1000E-6,20.25TBPT,1300E-6,22.3TBPT,1480E-6,22.8TBPT,1620E-6,22.8TBPT,1800E-6,22.3TBPT,2000E-6,21.4TBPT,3500E-6,12.8TBPT,5000E-6, 9.0!TB,MKIN,1!TBTEMP,STRAIN !TBDATA,600E-6,1100E-6,1600E-6,3000E-6,4500E-6 !TBTEMP,0!TBDATA,15,21.5,23,16,9BLOCK,0,50,0,50,0,50ESIZE,10VMESH,ALLMSHAPE,0,3DNSEL,S,LOC,X,0D,ALL,UX,0NSEL,S,LOC,Y,0D,ALL,UY,0NSEL,S,LOC,Z,0D,ALL,UZ,0NSEL,S,LOC,Y,50 CP,1,UY,ALLNSEL,ALLFINISH/VIEW,1,1,1,1/REPLOT/SOLUOUTRES,ALL,1TIME,50NSUBST,100,0,100D,1,UY,-.25SOLVEFINISH/POST26NSOL,2,1,U,Y,UYRFORCE,3,1,F,Y,FYADD,4,2,STRAIN,-1/50ADD,5,3,STRESS,-1/2500/AXLAB,X,STRAIN/AXLAB,Y,STRESSXVAR,4PLVAR,5FINISHStructure，运行有问题(14)发信人：windoe (风娃娃为了论文，冲啊！),信区: 标 题: 大牛 yulee 的混凝土非线性计算实例(9) Ansys ， 发信站: BBS 水木清华站 (Thu Dec 4 19:35:38 2003), 转信 !梁平面应力FINISH/CLEAR/PREP7ET,1,SOLID65R,1MP,EX,1,30E3MP,NUXY,1,0.2TB,CONCR,1,1TBTEMP,0TBDATA,1,0.3,0.5,2.5,-1TB,MISO,1,1,15TBPT, 100E-6, 3.0TBPT, 300E-6, 8.3TBPT, 600E-6,14.6TBPT, 900E-6,19.1TBPT,1100E-6,21.0TBPT,1250E-6,22.0TBPT,1400E-6,22.6TBPT,1550E-6,22.8TBPT,1650E-6,22.7TBPT,1800E-6,22.3TBPT,2000E-6,21.4TBPT,2800E-6,16.8TBPT,3200E-6,14.7TBPT,3800E-6,12.3TBPT,4600E-6, 9.9ET,2,LINK8R,2,30R,3,6MP,EX,2,200E3MP,NUXY,2,0.3TB,BKIN,2,1TBTEMP,0TBDATA,300,0/ESHAPE,1/TRIAD,LBOT/VIEW,1,1,1,1N,1,0,0,0N,2,20,0,0NGEN,11,2,1,2,1,0,20NGEN,43,22,1,22,1,0,0,20E,1,2,4,3,23,24,26,25EGEN,10,2,1TYPE,2REAL,2MAT,2E,3,25E,4,26REAL,3E,19,41E,20,42EGEN,42,22,1,14E,47,63E,48,64EGEN,10,88,589,590/NUMBER,1/PNUM,TYPE,1/REPLOTNSEL,S,LOC,Z,0D,ALL,UZ,0NSEL,S,LOC,Y,0NSEL,R,LOC,Z,740D,ALL,UY,0NSEL,ALLFINISH/SOLUANTYPE,STATICNSEL,S,LOC,Y,200NSEL,R,LOC,Z,200D,ALL,UY,-2TIME,200NSUBST,10LSWRITE,1D,ALL,UY,-0.21TIME,21NSUBST,100LSWRITE,2D,ALL,UY,-1TIME,100NSUBST,100LSWRITE,3NSEL,ALLAUTOTS,1OUTRES,ALL,1PRED,ONLSSOLVE,1,3FINISH