命令流ansys经典实例
ansysy命令流例子
题二：按图1-1所示，将截面沿路径扫掠成体。
单位（m）路径截面!画面沿线拖拉成体finiclear.all/prep7k,1,0,0,0k,2,0,-6,0k,3,3,-9,0k,4,5,-9,0k,5,3,-6,0LSTR,1,2 !连接1和2点生成直线1LARC,2,3,5,3 !起始点2结束点3 控制点5半径3画弧线LSTR,3,4 !连接3和4点K,6,-0.4,0,0K,7,0.4,0,0K,8,0,0,-0.4K,9,0,0,0.692820323LSTR,9,6LSTR,9,7LARC,6,7,8,0.4AL,4,5,6!由线生成面VDRAG,1,,, , , ,1, 2, 3, , , !将面1沿着线1 2 3拖拉成体题三：给L=100m的梁定义横截面，横截面如图2-1：（单位m）finiclear.all/prep7ET,1,PLANE82k,1,0,0,0k,2,2,0,0k,3,1,-1,0k,4,1,1.732050808,0LARC,1,2,3,1 !起始点1和终点2 和关键点3生成半径为1的弧线LSTR,1,4!连接点1 4生成线LSTR,2,4AL,1,2,3!将线1 2 3成面LSEL,ALLLESIZE, all, , , 6AMESH,ALLSECWRITE,jiemian1,SECT!将截面保存在D中的USER 中的tangyufengstarfini/CLEAR/prep7ET,1,beam188k,1,0,0,0k,2,100,0,0LSTR,1,2SECTYPE,1,BEAM,MESHSECOFFSET,CENTSECREAD,'jiemian1','SECT','',MESH!将截面读入ESIZE,, 300LMESH,1!在将PlotCTRls中的STYLE中的size and sharp中的Disply of element打开题目四：实体建模，并采用映射网格生成单元。
Ansys命令流大全爆款.doc
1、A,P1,P2,P3,P4,P5,P6,P7,P8,P9此命令用已知的一组关键点点（P1~P9）来定义面（Area），最少使用三个点才能围成面，同时产生转围绕些面的线。
点要依次序输入，输入的顺序会决定面的法线方向。
如果超过四个点，则这些点必须在同一个平面上。
Menu Paths:MainMenu>Preprocessor>Create>Arbitrary>Through KPs2、*ABBR，Abbr,String－－定义一个缩略语．Abbr:用来表示字符串＂String＂的缩略语，长度不超过８个字符．String：将由＂Abbr＂表示的字符串，长度不超过６０个字符．3、ABBRES，Lab，Fname，Ext－从一个编码文件中读出缩略语．Lab：指定读操作的标题，NEW：用这些读出的缩略语重新取代当前的缩略语（默认）CHANGE：将读出的缩略语添加到当前缩略语阵列，并替代现存同名的缩略语．Ext：如果＂Fname＂是空的，则缺省的扩展命是＂ABBR＂．4、ABBSAV，Lab，Fname，Ext－将当前的缩略语写入一个文本文件里Lab：指定写操作的标题，若为ALL，表示将所有的缩略语都写入文件（默认）5、add, ir, ia,ib,ic,name,--,--,facta, factb, factc将ia,ib,ic变量相加赋给ir变量ir, ia,ib,ic：变量号name: 变量的名称6、Adele,na1,na2,ninc,kswp ！kswp=0时只删除掉面积本身，＝1时低单元点一并删除。
7、Adrag, nl1,nl2,nl3,nl4,nl5,nl6,nlp1,nlp2,nlp3,nlp4,nlp5,nlp6 ！面积的建立，沿某组线段路径，拉伸而成。
8、Afillt,na1,na2,rad ！建立圆角面积，在两相交平面间产生曲面，rad为半径。
9、*AFUN，Lab在参数表达式中，为角度函数指定单位．Lab：指定将要使用的角度单位．有３个选项．RAD：在角度函数的输入与输出中使用弧度单位（默认）DEG：在角度函数的输入与输出中使用度单位．STAT：显示该命令当前的设置（即是度还是弧度）．10、Agen,itime,na1,na2,ninc,dx,dy,dz,kinc,noelem,imove ！面积复制命令。
ANSYS土木工程经典实例命令流大全
ANSYS土木工程经典实例命令流大全ANSYS是目前最为领先的工程仿真软件之一，广泛应用于土木工程领域。
本文将介绍一些ANSYS土木工程的经典实例以及相关的命令流，帮助工程师更好地应用该软件进行仿真分析。
1. 桥梁结构分析实例实例简介一座桥梁由多个零部件组成，包括桥墩、桥面、桥拱等。
如何分析这些零部件的受力情况，以便于对桥梁结构进行优化和改进呢？ANSYS提供了一系列的分析工具和命令流，可以帮助我们完成这项任务。
命令流详解首先需要创建一个桥梁模型，并进行网格划分。
然后利用ANSYS的各种分析工具进行仿真分析，得到桥梁各个零部件的受力情况。
在此基础上，可以进行结构优化，最终得到一个强度和稳定性都较好的桥梁结构。
以下是桥梁结构分析实例的一些关键命令流：•创建单元网格：ET, SOLID186•定义材料属性：MP, EX, NU, DENS•定义边界条件：*BOUNDARY，MP，SYM，FIX•加载边界条件：DLOAD，TYPE，P，_LOC•计算位移和应力分布：*POST1，DISPL，NF，S2. 地基基础分析实例实例简介地基基础是土木工程中的重要组成部分，承载着整个工程的重量。
如何对地基基础的承载力进行分析和计算呢？ANSYS也提供了相应的分析工具和命令流，帮助土木工程师完成这项任务。
命令流详解首先需要建立地基基础的三维模型，并进行网格划分。
然后利用ANSYS的各种分析工具进行仿真分析，计算地基基础承载力、变形等相关指标。
在此基础上，可以进行结构优化，最终得到一个承载能力和稳定性都较好的地基基础。
以下是地基基础分析实例的一些关键命令流：•创建单元网格：ET, SOLID186•定义材料属性：MP, EX, NU, DENS•定义边界条件：*BOUNDARY，MP，SYM，FIX•加载边界条件：DLOAD，TYPE，P，_LOC•计算应力分布和变形：*POST1，S，EPTO，ETA3. 挖土工程分析实例实例简介挖土工程是土木工程中的重要环节，需要对不同参数下的挖土工程进行分析和优化。
ansys中典型案例命令流汇总
FLST,2,6,4 FITEM,2,652 FITEM,2,651 FITEM,2,654 FITEM,2,650 FITEM,2,653 FITEM,2,649 AL,P51X
vext,271,271,0,0,-0.0594,0 vovlap,all
lstr,17,18 lstr,18,19 lstr,19,20
lfillt,25,26,0.0022 lfillt,26,27,0.0022
FLST,2,5,4,ORDE,2 FITEM,2,25
FITEM,2,-29 LCOMB,P51X, ,0
K,21,0,0.00225,-0.012075 k,22,0.020075,0.00225,-0.012075 k,23,0.020075,0.00225,0.012075 K,24,0,0.00225,0.012075
!---------------------------------------------------------
K,,0,0.00225,-0.015675 !生成次外层13匝线圈 k,,0.023675,0.00225,-0.015675 k,,0.023675,0.00225,0.015675 K,,0,0.00225,0.015675
lstr,129,130 lstr,130,131 lstr,131,132
lfillt,186,187,0.0022 lfillt,187,188,0.0022
lstr,125,129 lstr,132,128
FLST,2,12,4 FITEM,2,191 FITEM,2,181 FITEM,2,182 FITEM,2,184 FITEM,2,185 FITEM,2,183 FITEM,2,192 FIT
ANSYS单元特性之命令流算例
EX1.1 （LINK1）（1）进入后处理模块,显示节点位移和杆件内力MID_NO DE = NODE (A/2,-B,0 )! 寻找距离位置（A/2,-B,0）最近的点，存入MID_NODE*GET,DISP,NODE,MID_NO DE,U,Y！提取节点MI D_NOD E上的位移UY，若果已知要求的节点，直接提取即可。
LEFT_E L = ENEARN (MID_NO DE)! 需找距离节点MID_N ODE最近的单元，存入LEFT_ELETABLE,STRS,L S,1! 用轴向应力S AXL的编号“LS,1”定义单元表S TRS*GET,STRSS,ELEM,LEFT_E L,ETAB,STRS! 从单元表STRS中提取LEFT_EL单元的应力结果，存入变量STRSS。
注意：提取的轴向应力结果具体到指定的单元。
（2）申明数组,提取计算结果,并比较计算误差*DIM,LABEL,CHAR,2！定义2个元素的字符型数组LABE L*DIM,VALUE,,2,3！定义2*3的数值型数组V ALU ELABEL(1) = 'STRS_M Pa','DEF_mm' ! 给字符型数组的第1个元素赋值*VFILL,VALUE(1,1),DATA,1,-0.05498! 给其他数值型数组中的元素赋值*VFILL,VALUE(1,2),DATA,STRSS,DISP*VFILL,VALUE(1,3),DATA,ABS(STRSS/1 ) ,ABS( DISP /0.05498)/OUT,EX1_1,out ！将输出内容重定向到文件EX1_1.out/COM ! 以注释形式输出内容/COM,------------------- EX1.1 RESULT S COMPAR ISON---------------------/COM,/COM, | TARGET | ANSYS | RATIO/COM,*VWRITE,LABEL(1),VALUE(1,1),VALUE(1,2),VALUE(1,3)(1X,A8,' ',F10.3,' ',F10.3,' ',1F5.3)/COM,----------------------------------------------------------------/OUT ! 结束数据重定向，关闭输出文件FINISH*LIST,EX1_1,out ! 列表显示文件EX1_1.out的内容EX1.2 （LINK1）/PNUM, NODE,1！打开节点编号显示/NUMBER, 2！只显示编号，不使用色彩列表显示节点位移和单元的计算结果PRDISP! 列表显示节点位移值计算结果ETABLE, MFORX,SMISC,1！以杆单元的轴力为内容，建立单元表M F ORXETABLE, SAXL, LS, 1 ！以杆的轴向应力为内容，建立单元表S A XLETABLE, EPELAX L, LEPEL, 1! 以杆单元的轴向应变为内容，建立单元表E PELAX LPRETAB! 显示单元表中的计算结果/NUMBER, 0！显示编号，并使用彩色PLETAB, MFORX！用色度图显示单元表MF ORX中杆件轴力图EX1.3 （LINK1）NSEL,S,LOC,Y,1.0 ！选择所有位于Y=1.0位置上的节点FSUM！累计叠加选择集中所有节点上的反力*GET,REAC_1,FSUM,,ITEM,FY ！将累加结果中的FY（Y方向的力）保存到变量R E AC_1中EX1.4 （LINK1）R,1,65e-6！定义第1类实常数，杆件截面面积为65mm^2，在转化为国际单位制时操作TREF,70 ! 设定参考温度为70度BFUNIF,TEMP,80 ! 温度从原来的70度均匀上升到80度（TREF+10）EX1.5 （PLANE42 AND CONT AC26）ETABLE,STRSX,S,X！定义X方向的应力为单元表S TRS X*GET,STRSSX,ELEM,3,ETAB,STRSX！从单元表STRS X中提取3号单元的X向应力，存入STRS S X。
ansys旋转经典命令流
ansys旋转经典命令流1 旋转摩擦 (1)2. 电磁三d命令流实例（论坛看到） (11)3. 帮助感应加热例⼦induction heating of a solid cylinder billet (15)4. 感应加热温度场的数值模拟（论⽂）inducheat30命令流 (19)5. 如何施加恒定的⾓速度？Simwe仿真论坛 (24)6. 旋转⼀个已经⽣成好的物体 (27)7. 产⽣这样的磁⼒线 (28)8. 旋转摩擦⽣热简单例⼦（⼆维旋转） (32)8.1. 原版 (32)8.2. 部分gui操作 (35)9. VM229 Input Listing (39)10 轴承---耦合+接触分析 (47)11. 板的冲压仿真 (52)1 旋转摩擦FINISH/FILNAME,Exercise24 !定义隐式热分析⽂件名/PREP7 !进⼊前处理器ET,1,SOLID5 !选择单元类型MPTEMP,,,,,,,,MPTEMP,1,0MPDATA,DENS,1,,7800 !定义材料1的密度MPTEMP,,,,,,,,MPTEMP,1,0MPDATA,C,1,,460 !定义材料1的⽐热MPTEMP,,,,,,,,MPTEMP,1,0MPDATA,KXX,1,,66.6 !定义材料1的热传导系数MPTEMP,,,,,,,,MPTEMP,1,0UIMP,1,REFT,,,30 !定义材料1的热膨胀系数的参考温度MPDATA,ALPX,1,,1.06e-5 !定义材料1的热膨胀系数MPTEMP,,,,,,,, MPTEMP,1,0MPTEMP,,,,,,,,MPTEMP,1,0MPDATA,DENS,2,,8900 !定义材料2的密度MPTEMP,,,,,,,,MPTEMP,1,0MPDATA,C,2,,390 !定义材料2的⽐热MPTEMP,,,,,,,,MPTEMP,1,0MPDATA,KXX,2,,383 !定义材料2的热传导系数MPTEMP,,,,,,,,MPTEMP,1,0UIMP,2,REFT,,,30 !定义材料2的热膨胀系数的参考温度MPDATA,ALPX,2,,1.75e-5 !定义材料2的热膨胀系数MPTEMP,,,,,,,, MPTEMP,1,0MPDATA,EX,2,,103e9 !定义材料2的弹性模量MPDATA,PRXY,2,,0.3 !定义材料2的泊松⽐CYLIND,0.7,0.5,0,0.2,0,180, !建⽴钢环的⼏何模型CYLIND,0.5,0.3,0,0.2,60,70, !建⽴铜滑块FLST,5,2,4,ORDE,2FITEM,5,8FITEM,5,12CM,_Y,LINELSEL, , , ,P51XCM,_Y1,LINECMSEL,,_YLESIZE,_Y1, , ,4, , , , ,1 !选择第8和第12号线并划分为4段FLST,5,2,4,ORDE,2FITEM,5,2FITEM,5,7CM,_Y,LINELSEL, , , ,P51XCM,_Y1,LINECMSEL,,_YMSHAPE,1,3DMSHKEY,0FLST,5,2,4,ORDE,2FITEM,5,2LSEL, , , ,P51XCM,_Y1,LINECMSEL,,_YLESIZE,_Y1, , ,36, , , , ,1 !选择第2和第7号线并划分为36段FLST,5,1,4,ORDE,1 FITEM,5,5CM,_Y,LINELSEL, , , ,P51XCM,_Y1,LINELESIZE,_Y1, , ,36, , , , ,1 !选择第5号线并划分为36段FLST,5,2,4,ORDE,2FITEM,5,17FITEM,5,19CM,_Y,LINELSEL, , , ,P51XCM,_Y1,LINECMSEL,,_YLESIZE,_Y1, , ,2, , , , ,1 ! 选择第17和第19号线并划分为2段FLST,5,2,4,ORDE,2 FITEM,5,20FITEM,5,24CM,_Y,LINELSEL, , , ,P51XCM,_Y1,LINECMSEL,,_YLESIZE,_Y1, , ,4, , , , ,1 !选择第20和第24号线并划分为4段TYPE, 1 !给钢环附单元类型MA T, 1 !给钢环附材料REAL, !给钢环附实常数ESYS, 0SECNUM,CM,_Y,VOLUVSEL, , , , 1CM,_Y1,VOLUCHKMSH,'VOLU'CMSEL,S,_YVSWEEP,_Y1CMDELE,_Y2 !给铜滑块划分单元TYPE, 1 !给铜滑块附单元类型MA T, 2 !给铜滑块附材料REAL, !给铜滑块附实常数ESYS, 0SECNUM,CM,_Y,VOLUVSEL, , , , 2CM,_Y1,VOLUCHKMSH,'VOLU'CMSEL,S,_YVSWEEP,_Y1CMDELE,_YCMDELE,_Y2 !给铜滑块附实常数/COM, CONTACT PAIR CREATION - START CM,_NODECM,NODECM,_ELEMCM,ELEMCM,_KPCM,KPCM,_LINECM,LINECM,_AREACM,AREACM,_VOLUCM,VOLU/GSA V,cwz,gsav,,tempMP,MU,1,0.2MA T,1R,3REAL,3ET,2,170ET,3,174KEYOPT,3,9,0R,3,RMORE,RMORE,,0RMORE,0KEYOPT,3,1,3TYPE,2NSLA,S,1ESLN,S,0ESURF,ALLCMSEL,S,_ELEMCM! Generate the contact surface ASEL,S,,,9CM,_CONTACT,AREA TYPE,3NSLA,S,1ESLN,S,0ESURF,ALLALLSELESEL,ALLESEL,S,TYPE,,2ESEL,A,TYPE,,3ESEL,R,REAL,,3/PSYMB,ESYS,1/PNUM,TYPE,1/NUM,1EPLOTESEL,ALLESEL,S,TYPE,,2ESEL,A,TYPE,,3ESEL,R,REAL,,3 CMSEL,A,_NODECM CMDEL,_NODECM CMSEL,A,_ELEMCM CMDEL,_ELEMCM CMSEL,S,_KPCM CMDEL,_KPCM CMSEL,S,_LINECMCMSEL,S,_VOLUCMCMDEL,_VOLUCM/GRES,cwz,gsavCMDEL,_TARGETCMDEL,_CONTACT/COM, CONTACT PAIR CREATION - END !⽤接触向导建⽴铜滑块与钢环间的接触/GO *DIM,pre,TABLE,2,1,1,time,press, !定义压⼒载荷随时间变化的TABLE表*SET,PRE(1,0,1) , 0*SET,PRE(1,1,1) , 20e6*SET,PRE(2,0,1) , 10*SET,PRE(2,1,1) , 20e6FLST,2,1,5,ORDE,1FITEM,2,10/GOSFA,P51X,1,PRES, %PRE% !在铜滑块上表⾯施加压⼒载荷TUNIF,20, !施加初始温度FLST,2,1,5,ORDE,1FITEM,2,3/GODA,P51X,UX, !在钢环的外表⾯施加UX向约束FLST,2,1,5,ORDE,1FITEM,2,3/GODA,P51X,UY, !在钢环的外表⾯施加UY向约束FLST,2,1,5,ORDE,1FITEM,2,3/GODA,P51X,UZ, !在钢环的外表⾯施加UZ向约束ESEL,S,MA T,,2 !选择铜滑块单元NSLE !选择铜滑块节点CSYS,1 !激活柱坐标系FLST,2,75,1,ORDE,2NROTA T,P51X !旋转节点坐标系FLST,2,75,1,ORDE,2FITEM,2,876FITEM,2,-950/GOD,P51X, ,0.01, , , ,UY, , , , , ! 给铜滑块加Y向位移载荷（即切向位移）ALLSEL !选择所有的节点，单元，⼏何体FINISH/SOL !进⼊求解器ANTYPE,4 !设置为瞬态分析TRNOPT,FULL !选择瞬态全分析⽅法LUMPM,0 !关闭集中质量矩阵计算格式NLGEOM,1 !定义⼤变形NSUBST,100,200,100 !定义载荷步OUTRES,ALL,20 !定义结果输出⼦步间隔AUTOTS,1 !打开时间开关KBC,0 !设置为斜坡载荷TIME,10 !定义求解时间SSTIF,0 !关闭应⼒刚化影响NROPT,FULL, , !选择瞬态全分析⽅法EQSLV, , ,0,PRECISION,0 !定义双精度求解MSA VE,0TOFFST,273, !定义温度偏移量SOLVE !求解/POST1 !进⼊后处理器SET,LAST !读取最后⼦步结果PLNSOL,TEMP !显⽰温度分布云图PLNSOL,S,EQV,2 !显⽰等效应⼒分布云图FINISH/EXIT,NOSAV !退出ANSYSFINISH/FILNAME,Exercise23 ! 定义隐式热分析⽂件名/PREP7 !进⼊前处理器ET,1,PLANE13,4 !选择单元类型MPTEMP,,,,,,,,MPTEMP,1,0MPDATA,C,1,,460 !定义材料1的⽐热MPTEMP,,,,,,,,MPTEMP,1,0MPDATA,KXX,1,,66.6 !定义材料1的热传导系数MPTEMP,,,,,,,,MPTEMP,1,0UIMP,1,REFT,,,30 !定义材料1的热膨胀系数的参考温度MPDATA,ALPX,1,,1.06e-5 !定义材料1的热膨胀系数MPTEMP,,,,,,,, MPTEMP,1,0MPDATA,EX,1,,206e9 !定义材料1的弹性模量MPDATA,PRXY,1,,0.3 !定义材料1的泊松⽐MPTEMP,,,,,,,,MPTEMP,1,0MPDATA,DENS,2,,8900 !定义材料2的密度MPTEMP,,,,,,,,MPTEMP,1,0MPDATA,C,2,,390 !定义材料2的⽐热MPTEMP,,,,,,,,MPTEMP,1,0MPDATA,KXX,2,,383 !定义材料2的热传导系数MPTEMP,,,,,,,,MPTEMP,1,0UIMP,2,REFT,,,30 !定义材料2的热膨胀系数的参考温度MPDATA,ALPX,2,,1.75e-5 !定义材料2的热膨胀系数MPTEMP,,,,,,,, MPTEMP,1,0MPDATA,EX,2,,103e9 !定义材料2的弹性模量MPDATA,PRXY,2,,0.3 !定义材料2的泊松⽐RECTNG,0,5,0,1.25, !建⽴钢固定块的⼏何模型RECTNG,0,1.25,1.25,2.5, !建⽴铜滑块的⼏何模型TYPE, 1MA T, 1REAL, !给钢固定块附材料属性ESYS, 0SECNUM,ESIZE,0.25,0, !设置单元划分尺⼨MSHAPE,0,2DMSHKEY,1CM,_Y,AREAASEL, , , , 1CM,_Y1,AREACHKMSH,'AREA'CMSEL,S,_YAMESH,_Y1CMDELE,_Y2 !给钢固定块划分单元TYPE, 1MA T, 2REAL, !给铜滑块附材料属性ESYS, 0SECNUM,CM,_Y,AREAASEL, , , , 2CM,_Y1,AREACHKMSH,'AREA'CMSEL,S,_YAMESH,_Y1CMDELE,_YCMDELE,_Y1CMDELE,_Y2 !给铜滑块划分单元CM,_NODECM,NODECM,_ELEMCM,ELEMCM,_KPCM,KPCM,_LINECM,LINECM,_AREACM,AREACM,_VOLUCM,VOLUMP,MU,1,0.2MA T,1MP,EMIS,1,R,3REAL,3ET,2,169ET,3,172R,3,,,1.0,0.1,0,RMORE,,,1.0E20,0.0,1.0,RMORE,0.0,0,1.0,,1.0,0.5RMORE,0,1.0,1.0,0.0,,1.0 KEYOPT,3,3,0 KEYOPT,3,4,0 KEYOPT,3,5,0 KEYOPT,3,7,0 KEYOPT,3,8,0 KEYOPT,3,9,1 KEYOPT,3,10,1 KEYOPT,3,11,0 KEYOPT,3,12,0 KEYOPT,3,2,0 KEYOPT,3,1,1LSEL,S,,,3CM,_TARGET,LINE TYPE,2NSLL,S,1ESLN,S,0CM,_CONTACT,LINE TYPE,3NSLL,S,1ESLN,S,0ESURF,ALLALLSELESEL,ALLESEL,S,TYPE,,2 ESEL,A,TYPE,,3 ESEL,R,REAL,,3 ESEL,ALLESEL,S,TYPE,,2 ESEL,A,TYPE,,3 ESEL,R,REAL,,3 CMSEL,A,_NODECM CMDEL,_NODECM CMSEL,A,_ELEMCM CMDEL,_ELEMCM CMSEL,S,_KPCM CMDEL,_KPCM CMSEL,S,_LINECM CMDEL,_LINECM CMSEL,S,_AREACM CMDEL,_AREACMCMSEL,S,_VOLUCMCMDEL,_VOLUCMCMDEL,_TARGETCMDEL,_CONTACTFLST,2,1,5,ORDE,1FITEM,2,1 !⽤接触向导建⽴滑块和固定块间的接触⾯/GODA,P51X,UX, !将下⾯的钢块施加X向约束FLST,2,1,5,ORDE,1FITEM,2,1/GODA,P51X,UY, !将下⾯的钢块施加Y向约束FLST,2,1,4,ORDE,1FITEM,2,6/GODL,P51X, ,UX,3.75 ! 给铜块右侧的线加X向位移载荷FINISH/SOL*DIM,pre,TABLE,2,1,1,time,press, !定义压⼒载荷随时间变化的TABLE表*SET,PRE(1,0,1) , 0*SET,PRE(1,1,1) , 10e6*SET,PRE(2,0,1) , 10*SET,PRE(2,1,1) , 10e6FLST,2,1,4,ORDE,1FITEM,2,7/GOSFL,P51X,PRES, %PRE% !在铜滑块上表⾯施加压⼒载荷TUNIF,30, !给铜块和钢块施加初始温度NLGEOM,ON !定义⼤变形TIME,3.75E-3 !定义求解时间TOFFSET,273 !定义温度偏移量AUTO,ON !打开时间开关NSUB,100,10000,100 !定义载荷步OUTRES,ALL,-10 !定义结果输出⼦步间隔SOLVE !求解/POST1 !进⼊后处理器SET,LAST !读取最后⼦步结果PLNSOL,TEMP ! 显⽰温度分布云图PLNSOL,S,EQV,2 !显⽰等效应⼒分布云图FINISH/EXIT,NOSAV !退出ANSYS2. 电磁三d命令流实例（论坛看到）/BATCH/COM,ANSYS RELEASE 12.0.1 UP20090415 11:10:14 03/29/2011 /input,menust,tmp,'',,,,,,,,,,,,,,,,1 /GRA,POWER/GST,ON/PLO,INFO,3/GRO,CURL,ON/CPLANE,1/REPLOT,RESIZEWPSTYLE,,,,,,,,0/TITLE, Test for EDGE-Formulation with SOLID117!! Parameters*SET,l,5e-6 ! length*SET,h,1e-6 ! height*SET,w,5e-6 ! width*SET,a,3e-6 ! 1st addition length of magnetic core*SET,b,5e-6 ! 2nd addition length of magnetic core!/PREP7 !!ET,1,117 !!MP,MURX,1,1MP,RSVX,1,17.2e-9 !MP,MURX,2,500MP,MURX,3,1BLOCK,-w,w,-h,h,-l,l !!BLOCK,-w-a,w+a,h+a,h+2*a,-l,lBLOCK,w+a,w+a+b,h+a,h+2*a,-l,lBLOCK,-w-a,-w-a-b,h+a,h+2*a,-l,lBLOCK,w+a,w+a+b,h,h+a,-l,lBLOCK,-w-a,-w-a-b,h,h+a,-l,l!BLOCK,-w-a,w+a,-(h+a),-(h+2*a),-l,lBLOCK,w+a,w+a+b,-(h+a),-(h+2*a),-l,lBLOCK,-w-a,-w-a-b,-(h+a),-(h+2*a),-l,lBLOCK,w+a,w+a+b,-h,-(h+a),-l,lBLOCK,-w-a,-w-a-b,-h,-(h+a),-l,l!BLOCK,-22e-6,22e-6,-15e-6,15e-6,-15e-6,15e-6 VOVLAP,ALL NUMCMP,VOLUVSEL,S,VOLU,,1V ATT,1VSEL,S,VOLU,,2,11,1V ATT,2VSEL,S,VOLU,,12V ATT,3VSEL,S,MA T,,1,2,1ASLV,SLSLA,SLESIZE,ALL,3e-6MSHKEY,1MSHAPE,0,3DVMESH,ALLVSEL,S,MA T,,3ASLV,SLSLA,S LESIZE,ALL,3e-6 MSHKEY,0 MSHAPE,1,3D VMESH,ALL ALLSEL,ALL FINISH/SOLUESEL,S,MA T,,1 BFE,ALL,JS,1,,,-1e9 ASEL,S,EXT DA,ALL,AZ,0 ALLSEL,ALL ANTYPE,0 NROPT,AUTO,, EQSLV,SPAR,,0, PRECISION,0 MSA VE,0 PIVCHECK,1/STA TUS,SOLU SOLVEFINISH/POST1! elements/VSCALE,1,1,0!。
ANSYS案例——20例ANSYS经典实例】
ANSYS案例——20例ANSYS经典实例】针对【典型例题】3.3.7(1)的模型，即如图3-19所示的框架结构，其顶端受均布力作用，用有限元方法分析该结构的位移。
结构中各个截面的参数都为：113.010PaE=，746.510mI-=，426.810mA-=，相应的有限元分析模型见图3-20。
在ANSYS平台上，完成相应的力学分析。
图3-19框架结构受一均布力作用图3-20单元划分、节点位移及节点上的外载解答对该问题进行有限元分析的过程如下。
1．基于图形界面的交互式操作(tepbytep)(1)进入ANSYS(设定工作目录和工作文件)程序→ANSYS→ANSYSInteractive→Workingdirectory(设置工作目录)→Initialjobname(设置工作文件名):beam3→Run→OK(2)设置计算类型(3)选择单元类型(4)定义材料参数ANSYSMainMenu:Preproceor→MaterialProp→MaterialModel→Struc tural→Linear→Elatic→Iotropic:E某:3e11(弹性模量)→OK→鼠标点击该窗口右上角的“”来关闭该窗口(5)定义实常数以确定平面问题的厚度ANSYSMainMenu:Preproceor→RealContant…→Add/Edit/Delete→Add→Type1Beam3→OK→RealContantSetNo:1(第1号实常数),Cro-ectionalarea:6.8e-4(梁的横截面积)→OK→Cloe(6)生成几何模型生成节点ANSYSMainMenu:Preproceor→Modeling→Creat→Node→InActiveCS→Nodenumber1→某:0,Y:0.96,Z:0→Apply→Nodenumber2→某:1.44,Y:0.96,Z:0→Apply→Nodenumber3→某:0,Y:0,Z:0→Apply→Nodenumber4→某:1.44,Y:0,Z:0→OK生成单元ANSYSMainMenu:Preproceor→Modeling→Create→Element→AutoNum bered→ThruNode→选择节点1，2(生成单元1)→apply→选择节点1，3(生成单元2)→apply→选择节点2，4(生成单元3)→OK(7)模型施加约束和外载左边加某方向的受力ANSYSMainMenu:Solution→DefineLoad→Apply→Structural→Force/Moment→OnNode→选择节点1→apply→Directionofforce:F某→VALUE：3000→OK→上方施加Y方向的均布载荷ANSYSMainMenu:Solution→DefineLoad→Apply→Structural→Preure→OnBeam→选取单元1(节点1和节点2之间)→apply→VALI：4167→VALJ：4167→OK左、右下角节点加约束(8)分析计算(9)结果显示(10)退出系统(11)计算结果的验证与MATLAB支反力计算结果一致。
悬索桥ansys命令流——很经典,很实用。
r,12,35.236,208.180,111.180,5.600,7.788,0.000
rmore,0.000,243.090,0.000,0.000,0.000,0.000
r,13,42.949,210.520,112.240,5.600,6.770,0.000
rmore,0.000,251.720,0.000,0.000,0.000,0.000
r,34,0.0196,0.0013,0.0002,0.4000,0.5980,0.000
rmore,0.000,0.0000,0.000,0.000,0.000,0.000 !ZF1
r,35,0.0177,0.0011,0.0001,0.3400,0.5980,0.000
!加劲梁截面实常数定义*********************************************************************
r,30,0.0445,0.0028,0.0028,0.6360,0.6360,0.000
rmore,0.000,0.0043,0.000,0.000,0.000,0.000 !ZS1 and ZX
ET,5,BEAM4 !中央扣单元
ET,6,BEAM4 !主塔单元
ET,7,BEAM4 !支撑桥面板小纵梁单元
r,10,19.616,164.530,85.363,5.600,8.260,0.000
rmore,0.000,181.050,0.000,0.000,0.000,0.000
r,11,19.145,149.890,82.626,5.600,7.966,0.000
rmore,0.000,171.430,0.000,0.000,0.000,0.000
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ansys钢筋混凝土建模实例finish/clear/prep7et,1,solid65,,,,,,,1et,2,link8et,3,185et,4,solid45!************************定义材料属性***************************** !混凝土材料属性mp,ex,1,1.596e10mp,prxy,1,0.2mp,dens,1,2400fc=1.68e7 !c30混凝土轴心抗压强度设计值ft=1.86e6tb,concr,1tbdata,,0.5,0.95,ft,-1tb,miso,1,,11tbpt,,0.0002,fc*0.19tbpt,,0.0004,fc*0.36tbpt,,0.0006,fc*0.51tbpt,,0.0008,fc*0.64tbpt,,0.0010,fc*0.75tbpt,,0.0012,fc*0.84tbpt,,0.0014,fc*0.91tbpt,,0.0016,fc*0.96tbpt,,0.0018,fc*0.99tbpt,,0.002,fctbpt,,0.0033,fc!57到68v,6,7,56,54,10,11,60,58vgen,4,57,57,1,0,0.38,0vgen,2,57,60,1,0.25,0,0vgen,2,57,60,1,-0.25,0,0!69到80v,189,190,234,233,191,192,238,237vgen,4,69,69,1,0,0.38,0vgen,3,69,72,1,0,0,0.25!121到136vgen,2,105,120,1,0,0,0.107!193到208k,1178,0.81,0,0.107k,1179,0.823,0,0.107k,1180,0.81,0,0.417k,1181,0.81,0.16,0.107k,1182,0.823,0.16,0.107k,1183,0.81,0.16,0.417k,1184,0.81,0.38,0.107k,1185,0.823,0.38,0.107k,1186,0.81,0.38,0.417v,1178,1179,187,1180,1181,1182,189,1183 v,1181,1182,189,1183,1184,1185,191,1186 vgen,4,193,194,1,0,0.38,0vgen,2,193,200,1,0.107,0,0!209到232k,1271,-0.02,0,-0.013k,1272,-0.02,0,0k,1273,-0.02,0.16,-0.013k,1274,-0.02,0.16,0k,1275,-0.02,0.38,-0.013k,1276,-0.02,0.38,0v,677,1,1272,1271,679,5,1274,1273v,679,5,1274,1273,681,9,1276,1275 vgen,4,209,210,1,0,0.38,0vgen,3,209,216,1,0.25,0,0!233到256vgen,2,209,232,1,0,0,0.107vgen,2,257,280,1,0.107,0,0k,5001,-0.1,1.3,0k,5002,-0.02,1.3,0k,5003,-0.02,1.3,0.094k,5004,-0.1,1.3,0.094k,5005,-0.1,1.52,0k,5006,-0.02,1.52,0k,5007,-0.02,1.52,0.094k,5008,-0.1,1.52,0.094v,5001,5002,5003,5004,5005,5006,5007,5008k,5051,0.917,1.3,0k,5052,0.917,1.3,0.094k,5053,1.015,1.3,0.094k,5054,1.015,1.3,0k,5055,0.917,1.52,0k,5056,0.917,1.52,0.094k,5057,1.015,1.52,0.094k,5058,1.015,1.52,0v,5051,5052,5053,5054,5055,5056,5057,5058vsel,allvglue,allnummrg,allnumcmp,all!***************切混凝土方便后面划分单元及地梁!******切加载梁横筋位置wpcsys,-1wprota,,,90wpoff,0,0,-0.07vsbw,allwpoff,0,0,0.03vsbw,allwpoff,0,0,0.995vsbw,allwpoff,0,0,0.03vsbw,allwpcsys,-1wpoff,0,0,0.02 !切分纵筋z向位置vsbw,allwpoff,0,0,0.027vsbw,allwpoff,0,0,0.027vsbw,allwpoff,0,0,0.164vsbw,allwpoff,0,0,0.154vsbw,allwpoff,0,0,0.16vsbw,allwpoff,0,0,0.25vsbw,allwpcsys,-1wprota,,,90 !切分纵筋x向位置wpoff,0,0,0.115vsbw,allwpoff,0,0,0.25vsbw,allwpoff,0,0,0.16vsbw,allwpoff,0,0,0.154vsbw,allwpoff,0,0,0.164vsbw,allwpoff,0,0,0.027vsbw,allwpoff,0,0,0.027vsbw,allwpcsys,-1wprota,,-90 !切分横筋y向位置wpoff,0,0,0.215vsbw,allwpoff,0,0,0.11vsbw,allwpoff,0,0,0.27vsbw,allwpoff,0,0,0.11vsbw,allwpoff,0,0,0.27vsbw,allwpoff,0,0,0.11vsbw,allwpoff,0,0,0.265vsbw,allwpoff,0,0,0.06vsbw,allwpoff,0,0,0.06vsbw,allwpcsys,-1wprota,,-90 !切分箍筋位置wpoff,0,0,0.01vsbw,all*do,i,1,10wpoff,0,0,0.15vsbw,all*enddowpcsys,-1nummrg,allnumcmp,all!划分钢筋网格elemsiz=0.05lsel,s,loc,x,0.115 !对选择的线单元赋予柱纵筋属性lsel,r,loc,y,0,1.51lsel,r,loc,z,0.047cm,zj1,linelatt,2,2,2lesize,all,elemsiz !划分钢筋单元lmesh,alllsel,s,loc,x,0.365 !对选择的线单元赋予柱纵筋属性lsel,r,loc,y,0,1.51lsel,r,loc,z,0.047cm,zj2,linelatt,2,2,2lesize,all,elemsizlmesh,alllsel,s,loc,x,0.525 !对选择的线单元赋予柱纵筋属性lsel,r,loc,y,0,1.51lsel,r,loc,z,0.02cm,zj3,linelatt,2,2,2lesize,all,elemsizlmesh,alllsel,s,loc,x,0.525 !对选择的线单元赋予柱纵筋属性lsel,r,loc,y,0,1.51lsel,r,loc,z,0.074cm,zj4,linelatt,2,2,2lesize,all,elemsizlmesh,alllsel,s,loc,x,0.679 !对选择的线单元赋予柱纵筋属性lsel,r,loc,y,0,1.51lsel,r,loc,z,0.02cm,zj5,linelatt,2,2,2lesize,all,elemsizlmesh,alllsel,s,loc,x,0.679 !对选择的线单元赋予柱纵筋属性lsel,r,loc,y,0,1.51lsel,r,loc,z,0.074cm,zj6,linelatt,2,2,2lesize,all,elemsizlmesh,alllsel,r,loc,y,0,1.51lsel,r,loc,z,0.02cm,zj9,linelatt,2,2,2lesize,all,elemsizlmesh,alllsel,s,loc,x,0.897 !对选择的线单元赋予柱纵筋属性lsel,r,loc,y,0,1.51lsel,r,loc,z,0.074cm,zj10,linelatt,2,2,2lesize,all,elemsizlmesh,alllsel,s,loc,x,0.843 !对选择的线单元赋予柱纵筋属性lsel,r,loc,y,0,1.51lsel,r,loc,z,0.238cm,zj11,linelatt,2,2,2lesize,all,elemsizlmesh,alllsel,s,loc,x,0.897 !对选择的线单元赋予柱纵筋属性lsel,r,loc,y,0,1.51lsel,r,loc,z,0.238cm,zj12,linelatt,2,2,2lesize,all,elemsizlmesh,alllsel,s,loc,x,0.843 !对选择的线单元赋予柱纵筋属性lsel,r,loc,y,0,1.51lsel,r,loc,z,0.392cm,zj13,linelatt,2,2,2lesize,all,elemsizlmesh,alllsel,r,loc,y,0,1.51lsel,r,loc,z,0.392cm,zj14,linelatt,2,2,2lesize,all,elemsizlmesh,alllsel,s,loc,x,0.87 !对选择的线单元赋予柱纵筋属性lsel,r,loc,y,0,1.51lsel,r,loc,z,0.552cm,zj15,linelatt,2,2,2lesize,all,elemsizlmesh,alllsel,s,loc,x,0.87 !对选择的线单元赋予柱纵筋属性lsel,r,loc,y,0,1.51lsel,r,loc,z,0.802cm,zj16,linelatt,2,2,2lesize,all,elemsizlmesh,all!*****************lsel,s,loc,y,0.215 !对选择的线单元赋予横筋属性lsel,r,loc,x,0,0.897lsel,r,loc,z,0.047cm,hj1,linelatt,2,2,2lesize,all,elemsiz !划分钢筋单元lmesh,alllsel,s,loc,y,0.325 !对选择的线单元赋予横筋属性lsel,r,loc,x,0,0.897lsel,r,loc,z,0.047cm,hj2,linelatt,2,2,2lesize,all,elemsizlmesh,alllsel,s,loc,y,0.595 !对选择的线单元赋予横筋属性lsel,r,loc,x,0,0.897lsel,r,loc,z,0.047cm,hj3,linelatt,2,2,2lesize,all,elemsizlmesh,alllsel,s,loc,y,0.705 !对选择的线单元赋予横筋属性lsel,r,loc,x,0,0.897lsel,r,loc,z,0.047cm,hj4,linelatt,2,2,2lesize,all,elemsizlmesh,alllsel,s,loc,y,0.975 !对选择的线单元赋予横筋属性lsel,r,loc,x,0,0.897lsel,r,loc,z,0.047cm,hj5,linelatt,2,2,2lesize,all,elemsizlmesh,alllsel,s,loc,x,0.87 !对选择的线单元赋予横筋属性lsel,r,loc,z,0.02,0.917lsel,r,loc,y,1.085cm,hj15,linelatt,2,2,2lesize,all,elemsizlmesh,alllsel,s,tan1,y !???????????? lsel,r,loc,x,0.87 !对选择的线单元赋予横筋属性lsel,r,loc,z,0.02,0.917lsel,r,loc,y,1.35cm,hj16,linelatt,2,2,2lesize,all,elemsizlmesh,alllsel,s,loc,x,0.87 !对选择的线单元赋予横筋属性lsel,r,loc,z,0.02,0.917lsel,r,loc,y,1.41cm,hj17,linelatt,2,2,2lesize,all,elemsizlmesh,alllsel,s,loc,x,0.87 !对选择的线单元赋予横筋属性lsel,r,loc,z,0.02,0.917lsel,r,loc,y,1.47cm,hj18,linelatt,2,2,2lesize,all,elemsizlmesh,allR,3,0.25*3.14*0.006*0.006lsel,s,tan1,y !对选择的线赋予柱箍筋属性lsel,r,loc,x,0.525,0.897lsel,r,loc,z,0.02,0.074lsel,u,loc,y,0lsel,u,loc,y,0.215lsel,u,loc,y,0.325lsel,u,loc,y,0.38lsel,u,loc,y,0.54lsel,u,loc,y,0.595lsel,u,loc,y,0.705lsel,u,loc,y,0.92lsel,u,loc,y,0.975lsel,u,loc,y,1.085lsel,u,loc,y,1.14lsel,u,loc,y,1.3lsel,u,loc,y,1.35lsel,u,loc,y,1.41lsel,u,loc,y,1.47lsel,u,loc,y,1.52lsel,u,loc,z,0.047lsel,u,loc,x,0.87lsel,u,loc,x,0.843lsel,u,loc,x,0.823lsel,u,loc,x,0.81cm,gj1,linelatt,3,3,2lesize,all,elemsizlmesh,alllsel,allallsel,alllsel,s,tan1,y !对选择的线赋予柱箍筋属性2 lsel,r,loc,x,0.843,0.897lsel,r,loc,z,0.02,0.392lsel,u,loc,y,0lsel,u,loc,y,0.215lsel,u,loc,y,0.325lsel,u,loc,y,0.38lsel,u,loc,y,0.54lsel,u,loc,y,0.595lsel,u,loc,y,0.705lsel,u,loc,y,0.92lsel,u,loc,y,0.975lsel,u,loc,y,1.085lsel,u,loc,y,1.14lsel,u,loc,y,1.3lsel,u,loc,y,1.35lsel,u,loc,y,1.41lsel,u,loc,y,1.47lsel,u,loc,y,1.52lsel,u,loc,x,0.87lsel,u,loc,z,0.047lsel,u,loc,z,0.074lsel,u,loc,z,0.094lsel,u,loc,z,0.107cm,gj2,linelatt,3,3,2lesize,all,elemsizlmesh,alllsel,allallsel,all/eshape,1!赋予混凝土属性vsel,s,loc,z,0,0.094vsel,r,loc,y,0.16,0.38cm,hnt1,voluvatt,1,,1vsel,s,loc,z,0,0.094 vsel,r,loc,y,0.54,0.76 cm,hnt2,voluvatt,1,,1vsel,s,loc,z,0,0.094 vsel,r,loc,y,0.92,1.14 cm,hnt3,voluvatt,1,1,1vsel,s,loc,z,0,0.094 vsel,r,loc,y,1.3,1.52 vsel,r,loc,x,-0.07,0.985 cm,hnt4,voluvatt,1,,1vsel,s,loc,x,0.823,0.917 vsel,r,loc,z,0.094,0.937 vsel,r,loc,y,0.16,0.38 cm,hnt5,voluvatt,1,,1vsel,s,loc,x,0.823,0.917 vsel,r,loc,z,0.094,0.937 vsel,r,loc,y,0.54,0.76 cm,hnt6,voluvatt,1,,1vsel,s,loc,x,0.823,0.917 vsel,r,loc,z,0.094,0.937 vsel,r,loc,y,0.92,1.14 cm,hnt7,voluvatt,1,,1vsel,s,loc,x,0.823,0.917 vsel,r,loc,z,0.094,0.937 vsel,r,loc,y,1.3,1.52 cm,hnt8,voluvatt,1,,1vsel,s,loc,z,0,0.094 vsel,r,loc,y,0,0.16 vsel,r,loc,x,0,0.23 cm,hnt9,volu vatt,1,,1vsel,s,loc,z,0,0.094 vsel,r,loc,y,0,0.16 vsel,r,loc,x,0.25,0.48 cm,hnt10,volu vatt,1,,1vsel,s,loc,z,0,0.094 vsel,r,loc,y,0,0.16 vsel,r,loc,x,0.5,0.917 cm,hnt11,volu vatt,1,,1vsel,s,loc,z,0,0.094 vsel,r,loc,y,0.38,0.54 vsel,r,loc,x,0,0.23 cm,hnt12,volu vatt,1,,1vsel,s,loc,z,0,0.094 vsel,r,loc,y,0.38,0.54 vsel,r,loc,x,0.25,0.48 cm,hnt13,volu vatt,1,,1vsel,s,loc,z,0,0.094 vsel,r,loc,y,0.38,0.54 vsel,r,loc,x,0.5,0.917 cm,hnt14,volu vatt,1,,1vsel,s,loc,z,0,0.094 vsel,r,loc,y,0.76,0.92 vsel,r,loc,x,0,0.23 cm,hnt15,voluvsel,s,loc,z,0,0.094 vsel,r,loc,y,0.76,0.92 vsel,r,loc,x,0.25,0.48 cm,hnt16,voluvatt,1,,1vsel,s,loc,z,0,0.094 vsel,r,loc,y,0.76,0.92 vsel,r,loc,x,0.5,0.917 cm,hnt17,voluvatt,1,,1vsel,s,loc,z,0,0.094 vsel,r,loc,y,1.14,1.3 vsel,r,loc,x,0,0.23 cm,hnt18,voluvatt,1,,1vsel,s,loc,z,0,0.094 vsel,r,loc,y,1.14,1.3 vsel,r,loc,x,0.25,0.48 cm,hnt19,voluvatt,1,,1vsel,s,loc,z,0,0.094 vsel,r,loc,y,1.14,1.3 vsel,r,loc,x,0.5,0.917 cm,hnt20,voluvatt,1,,1vsel,s,loc,x,0.823,0.917 vsel,r,loc,y,0,0.16 vsel,r,loc,z,0.094,0.417 cm,hnt21,voluvatt,1,,1vsel,s,loc,x,0.823,0.917 vsel,r,loc,y,0,0.16 vsel,r,loc,z,0.437,0.667 cm,hnt22,voluvsel,s,loc,x,0.823,0.917 vsel,r,loc,y,0,0.16 vsel,r,loc,z,0.687,0.917 cm,hnt23,voluvatt,1,,1vsel,s,loc,x,0.823,0.917 vsel,r,loc,y,0.38,0.54 vsel,r,loc,z,0.094,0.417 cm,hnt24,voluvatt,1,,1vsel,s,loc,x,0.823,0.917 vsel,r,loc,y,0.38,0.54 vsel,r,loc,z,0.437,0.667 cm,hnt25,voluvatt,1,,1vsel,s,loc,x,0.823,0.917 vsel,r,loc,y,0.38,0.54 vsel,r,loc,z,0.687,0.917 cm,hnt26,voluvatt,1,,1vsel,s,loc,x,0.823,0.917 vsel,r,loc,y,0.76,0.92 vsel,r,loc,z,0.094,0.417 cm,hnt27,voluvatt,1,,1vsel,s,loc,x,0.823,0.917 vsel,r,loc,y,0.76,0.92 vsel,r,loc,z,0.437,0.667 cm,hnt28,voluvatt,1,,1vsel,s,loc,x,0.823,0.917 vsel,r,loc,y,0.76,0.92vsel,r,loc,z,0.687,0.917cm,hnt29,voluvatt,1,,1vsel,s,loc,x,0.823,0.917vsel,r,loc,y,1.14,1.3vsel,r,loc,z,0.094,0.417cm,hnt30,voluvatt,1,,1vsel,s,loc,x,0.823,0.917vsel,r,loc,y,1.14,1.3vsel,r,loc,z,0.437,0.667cm,hnt31,voluvatt,1,,1vsel,s,loc,x,0.823,0.917vsel,r,loc,y,1.14,1.3vsel,r,loc,z,0.687,0.917cm,hnt32,voluvatt,1,,1vsel,allmshkey,1 !映射网格划分esize,elemsizvmesh,all !对体划分单元allsel,allnummrg,elem !合并重复单元nummrg,kp,0,,,low!对节点重新编号numcmp,kp!压缩单元编号。