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1、实验一：/FILNAME,EXERCISE3!定义工作文件名/TITLE,STRESSANALYSISINASHEET!定义工作标题/PREP7!进入前处理ET,1,PLANE82!选择单元类型MP,EX,1,6.9E10!输入弹性模量MP,PRXY,0.3!输入泊松比RECTNG,0,0.5,0,0.3!生成矩阵形面PCIRC,0.1,0,0,90!生成圆面ASBA,1,2!面相减NUMCMP,ALL!压缩编码ESIZE,0.02!设置单元尺寸AMAP,1,1,4,5,3!映射网络划分FINISH/SOLU!
2、进入求解器ANTYPE,STATIC!指定求解类型LSEL,S,,,4!选择线段NSLL,S,,,1!选择线段上所有节点D,ALL,UY!施加位移载荷LSEL,S,,,5NSLL,S,1D,ALL,UXLSEL,S,,,1NSLL,S,1SF,ALL,PRES,-5E5ALLSEL!施加压力载荷SOLVE!选择所有实体FINISH!开始求解计算/POST1!进入后处理器PLNSOL,U,SUM!绘制位移等值线图PLNSOL,S,EQV!绘制等效应力等值线图FINISH!如果你要看到最终的结果就把下面这句删除/E
3、XIT!退出实验三：/FILNAME,EXERCISE1!定义工作文件名/TITLE,THEANALYSISOFTRUSS/PREP7ET,1,LINK1R,1,6E-4R,2,9E-4R,3,4E-4MP,EX,1,2.2E11MP,PRXY,1,0.3MP,EX,2,6.8E10MP,PRXY,2,0.26MP,EX,3,2.0E11MP,PRXY,3,0.26K,1,0,0,0K,2,0.8,0,0K,3,0,0.6,0/PNUM,KP,1/PNUM,LINK,1L,1,2L,2,3L,3,1/TITLE
4、,GEOMETRICMODELLPLOTESIZE,,1MAT,1REAL,1LMESH,1LPLOTMAT,2REAL,2LMESH,2LPLOTMAT,3REAL,3LMESH,3FINISH/SOLUANTYPE,STATIC/PNUM,NODE,1EPLOTD,1,ALLD,3,ALLF,2,FX,3000F,2,FY,-2000SOLVEFINISH/POST1PLDISP,1PLNSOL,U,SUMPRNSOL,U,COMPPRRSOLFINISH第四个实验的源代码：/FILNAM,EX2-5/TI
5、TLE,CANTILERVERBEAMDEFLECTION/UNITS,SI/PREP7!进入前处理器ET,1,BEAM3!梁单元MP,EX,1,200E9!弹性模量E=200E9N/m2R,1,3E-4,2.5E-9,0.01!A=3E-4m2,I=2.5E-9m4,H=0.01mN,1,0,0$N,2,1,0!定义节点坐标N,3,2,0$N,4,3,0$N,5,4,0E,1,2$E,2,3$E,3,4$E,4,5!定义单元FINISH/SOLU!进入求解处理器ANTYPE,STATICD,1,ALL,0!全
6、固约束节点（边界处理）F,3,FY,-2!施加集中载荷SFBEAM,3,1,PRES,0.05,0.05!施加均布载荷SFBEAM,4,1,PRES,0.05,0.05SOLVEFINISH/POST1!进入一般后处理器SET,1,1!读取阶段负载答案PLDISP!显示数据列表（列出变形资料）PRDISP!显示图形列表（检查变形图）FINISH第一个实验输出的结果图：实验三的结果：第四个实验的结果：
