ANSYS模型导入ABAQUS.doc

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1、Four short words sum up what has lifted most successful individuals above the crowd: a little bit more.-author-dateANSYS模型导入ABAQUSANSYS模型导入ABAQUSANSYS模型导入ABAQUSSYS软件的参数化建模（APDL）极其方便，而ABAQUS卓越的非线性计算功能使其成为有限元软件中的贵族，如果能整合两者的优势，有限元模拟计算就会相当高效。下面就将ANSYS模型如何导入ABAQUS简单交流一下。（其中部分内容参考了SIMWE上的精华贴） 首先在ANSYS编写AP

2、DL语言输出模型的节点和单元数据文件。如果直接用ANSYS中的WRITE NODE FILE和WRITE ELEM FILE得到的节点和单元数据文件，数据之间只有空格，没有逗号，不符合ABAQUS的INPUT文件格式要求。输出节点信息的APDL如下：Allsel,all !选中所有! 输出节点*GET,NNode,NODE,COUNT, , , , ! 得到当前模型中的总节点数*CFOPEN,ansystoabaqus,inp*DO,I,0,NNode*VWRITE,Chrval(i),NX(I),NY(I),NZ(I)(A8,A1,F10.5,A1,F10.5,A1,F10.5)*ENDDO

3、Allsel,all 输出单元信息时要弄清楚单元类型，编写APDL对每种类型的每个单元输出单元编号，各节点的编号。常见的SOLID65和SOLID45、SOLID95单元的APDL输出命令如下：*GET,NumberofNode,NODE,COUNT, , , ,ESEL,S,ENAME,65*GET,NElem,ELEM,COUNT, , , , ! 得到当前模型中的总单元数!对单元集进行循环*GET,nd,ELEM,NUM,MIN, , , ,*DO,I,1,NElem!得到当前单元的类型*GET,ENAME,ELEM,nd,ATTR,ENAM!如果是65号(65号单元)*IF,ENAME

4、,EQ,65,THEN!得到该单元的节点编号*GET,EN1,ELEM,nd,NODE,1*GET,EN2,ELEM,nd,NODE,2*GET,EN3,ELEM,nd,NODE,3*GET,EN4,ELEM,nd,NODE,4*GET,EN5,ELEM,nd,NODE,5*GET,EN6,ELEM,nd,NODE,6*GET,EN7,ELEM,nd,NODE,7*GET,EN8,ELEM,nd,NODE,8*VWRITE,Chrval(nd),Chrval(EN1),Chrval(EN2),Chrval(EN3),Chrval(EN4),Chrval(EN5),Chrval(EN6),Chr

5、val(EN7),Chrval(EN8)(A8,8(A1,A8)nd = ELnext(nd)*END IF*ENDDOAllsel,all*GET,NumberofNode,NODE,COUNT, , , ,ESEL,S,ENAME,45 !solid45单元 8节点六面体*GET,NElem,ELEM,COUNT, , , , ! 得到当前模型中的总单元数!对单元集进行循环*GET,nd,ELEM,NUM,MIN, , , ,*DO,I,1,NElem*GET,ENAME,ELEM,nd,ATTR,ENAM !得到当前单元的类型*IF,ENAME,EQ,45,THEN !如果是45号(45

6、号单元)!得到该单元的节点编号*GET,EN1,ELEM,nd,NODE,1*GET,EN2,ELEM,nd,NODE,2*GET,EN3,ELEM,nd,NODE,3*GET,EN4,ELEM,nd,NODE,4*GET,EN5,ELEM,nd,NODE,5*GET,EN6,ELEM,nd,NODE,6*GET,EN7,ELEM,nd,NODE,7*GET,EN8,ELEM,nd,NODE,8*VWRITE,Chrval(nd),Chrval(EN1),Chrval(EN2),Chrval(EN3),Chrval(EN4),Chrval(EN5),Chrval(EN6),Chrval(EN7

7、),Chrval(EN8)(A8,8(A1,A8)nd = ELnext(nd)*END IF*ENDDO*VWRITE(*ELEMENT,TYPE=C3D15 ,ELSET=Esolid2)Allsel,all*GET,NumberofNode,NODE,COUNT, , , ,ESEL,S,ENAME,95 !solid95单元 20节点六面体*GET,NElem,ELEM,COUNT, , , , !得到当前模型中的总单元数!对单元集进行循环*GET,nd,ELEM,NUM,MIN, , , , ! 得到当前模型中的最小单元号*DO,I,1,NElem*GET,ENAME,ELEM,nd

8、,ATTR,ENAM !得到当前单元的类型*IF,ENAME,EQ,95,THEN !如果是95号(95号单元)!得到该单元的节点编号*GET,EN1,ELEM,nd,NODE,1*GET,EN2,ELEM,nd,NODE,2*GET,EN3,ELEM,nd,NODE,3*GET,EN4,ELEM,nd,NODE,4*GET,EN5,ELEM,nd,NODE,5*GET,EN6,ELEM,nd,NODE,6*GET,EN7,ELEM,nd,NODE,7*GET,EN8,ELEM,nd,NODE,8*GET,EN9,ELEM,nd,NODE,9*GET,EN10,ELEM,nd,NODE,10*

9、GET,EN11,ELEM,nd,NODE,11*GET,EN12,ELEM,nd,NODE,12*GET,EN13,ELEM,nd,NODE,13*GET,EN14,ELEM,nd,NODE,14*GET,EN15,ELEM,nd,NODE,15*GET,EN16,ELEM,nd,NODE,16*GET,EN17,ELEM,nd,NODE,17*GET,EN18,ELEM,nd,NODE,18*GET,EN19,ELEM,nd,NODE,19*GET,EN20,ELEM,nd,NODE,20ENN1=EN1ENN2=EN2ENN3=EN3ENN4=EN5ENN5=EN6ENN6=EN7x1=

10、Nx(EN1)y1=Ny(EN1)Z1=Nz(EN1)x2=Nx(EN2)y2=Ny(EN2)Z2=Nz(EN2)ENN7=NumberofNode+(I-1)*5+1ENN8=EN10ENN9=EN12x5=Nx(EN5)y5=Ny(EN5)Z5=Nz(EN5)x6=Nx(EN6)y6=Ny(EN6)Z6=Nz(EN6)ENN10=NumberofNode+(I-1)*5+2ENN11=EN14ENN12=EN16ENN13=NumberofNode+(I-1)*5+3ENN14=NumberofNode+(I-1)*5+4ENN15=NumberofNode+(I-1)*5+5x3=Nx(

11、EN3)y3=Ny(EN3)Z3=Nz(EN3)x7=Nx(EN7)y7=Ny(EN7)Z7=Nz(EN7)*VWRITE,Chrval(ENN7),(X1+X2)/2,(y1+y2)/2,(z1+z2)/2(A8,3(A1,F10.5)*VWRITE,Chrval(ENN10),(X5+X6)/2,(y5+y6)/2,(z5+z6)/2(A8,3(A1,F10.5)*VWRITE,Chrval(ENN13),(X5+X1)/2,(y5+y1)/2,(z5+z1)/2(A8,3(A1,F10.5)*VWRITE,Chrval(ENN14),(X6+X2)/2,(y6+y2)/2,(z6+z2)

12、/2(A8,3(A1,F10.5)*VWRITE,Chrval(ENN15),(X3+X7)/2,(y3+y7)/2,(z3+z7)/2(A8,3(A1,F10.5)nd =ELnext(nd)*END IF*ENDDO!输出实体单元*VWRITE(*ELEMENT,TYPE=C3D8,ELSET=Esolid1)Allsel,all 运行以上命令后会在ANSYS的工作目录下得到名为ansystoabaqus.inp的文件，里面包含了模型的节点和单元信息。接下来就是编写ABAQUS的inp文件了。格式如下*Heading* Job name: imput Model name: * Gener

13、ated by: Abaqus/CAE 6.9-1*Preprint, echo=NO, model=NO, history=NO, contact=NO* PARTS*Part, name=*End Part* ASSEMBLY*Assembly, name=Assembly*Instance, name=, part=*Node!ansystoabaqus.inp中的节点文件!*Element,type=!ansystoabaqus.inp中的单元文件! 最后在ABAQUS中点主菜单FILEIMPORTMODEL，选择要导入的INP文件，在窗口顶部环境栏的MODEL下拉列表中，就会出现与此

14、INP文件同名的模型。ANSYS模型转到ABAQUS模型APDL!ANSYS命令流!将ANSYS模型文件转到ABAQUS模型文件!选中所有单元Allsel,all! 输出节点*GET,NNode,NODE,COUNT, , , , ! 得到当前模型中的总节点数*CFOPEN,Toabaqus,inp*VWRITE(*HEADING)*VWRITE(Fracture Mechanical Analysis of metal crack with FRP)*VWRITE(*NODE,SYSTEM=R)*DO,I,1,NNode*VWRITE,Chrval(i),NX(I),NY(I),NZ(I)(

15、A8,A1,F10.5,A1,F10.5,A1,F10.5)*ENDDOAllsel,all*GET,NumberofNode,NODE,COUNT, , , ,ESEL,S,ENAME,95 *GET,NElem,ELEM,COUNT, , , , ! 得到当前模型中的总单元数!对单元集进行循环*GET,nd,ELEM,NUM,MIN, , , , ! 得到当前模型中的最小单元号*DO,I,1,NElem!得到当前单元的类型*GET,ENAME,ELEM,nd,ATTR,ENAM !如果是95号(95号单元)*IF,ENAME,EQ,95,THEN!得到该单元的节点编号*GET,EN1,EL

16、EM,nd,NODE,1 *GET,EN2,ELEM,nd,NODE,2 *GET,EN3,ELEM,nd,NODE,3 *GET,EN4,ELEM,nd,NODE,4 *GET,EN5,ELEM,nd,NODE,5 *GET,EN6,ELEM,nd,NODE,6 *GET,EN7,ELEM,nd,NODE,7 *GET,EN8,ELEM,nd,NODE,8 *GET,EN9,ELEM,nd,NODE,9 *GET,EN10,ELEM,nd,NODE,10*GET,EN11,ELEM,nd,NODE,11 *GET,EN12,ELEM,nd,NODE,12 *GET,EN13,ELEM,nd,

17、NODE,13 *GET,EN14,ELEM,nd,NODE,14*GET,EN15,ELEM,nd,NODE,15 *GET,EN16,ELEM,nd,NODE,16*GET,EN17,ELEM,nd,NODE,17 *GET,EN18,ELEM,nd,NODE,18 *GET,EN19,ELEM,nd,NODE,19 *GET,EN20,ELEM,nd,NODE,20 ENN1=EN1ENN2=EN2ENN3=EN3ENN4=EN5ENN5=EN6ENN6=EN7x1=Nx(EN1) y1=Ny(EN1) Z1=Nz(EN1)x2=Nx(EN2) y2=Ny(EN2) Z2=Nz(EN2)

18、ENN7=NumberofNode+(I-1)*5+1ENN8=EN10ENN9=EN12x5=Nx(EN5) y5=Ny(EN5) Z5=Nz(EN5)x6=Nx(EN6) y6=Ny(EN6) Z6=Nz(EN6)ENN10=NumberofNode+(I-1)*5+2ENN11=EN14ENN12=EN16ENN13=NumberofNode+(I-1)*5+3ENN14=NumberofNode+(I-1)*5+4ENN15=NumberofNode+(I-1)*5+5x3=Nx(EN3) y3=Ny(EN3) Z3=Nz(EN3)x7=Nx(EN7) y7=Ny(EN7) Z7=Nz

19、(EN7)*VWRITE,Chrval(ENN7),(X1+X2)/2,(y1+y2)/2,(z1+z2)/2(A8,3(A1,F10.5)*VWRITE,Chrval(ENN10),(X5+X6)/2,(y5+y6)/2,(z5+z6)/2(A8,3(A1,F10.5)*VWRITE,Chrval(ENN13),(X5+X1)/2,(y5+y1)/2,(z5+z1)/2(A8,3(A1,F10.5)*VWRITE,Chrval(ENN14),(X6+X2)/2,(y6+y2)/2,(z6+z2)/2(A8,3(A1,F10.5)*VWRITE,Chrval(ENN15),(X3+X7)/2,

20、(y3+y7)/2,(z3+z7)/2(A8,3(A1,F10.5)nd =ELnext(nd) *END IF*ENDDO!输出实体单元*VWRITE(*ELEMENT,TYPE=C3D8,ELSET=Esolid1)Allsel,allESEL,S,ENAME,45 *GET,NElem,ELEM,COUNT, , , , ! 得到当前模型中的总单元数!对单元集进行循环*GET,nd,ELEM,NUM,MIN, , , ,*DO,I,1,NElem!得到当前单元的类型*GET,ENAME,ELEM,nd,ATTR,ENAM !如果是45号(45号单元)*IF,ENAME,EQ,45,THE

21、N!得到该单元的节点编号*GET,EN1,ELEM,nd,NODE,1 *GET,EN2,ELEM,nd,NODE,2 *GET,EN3,ELEM,nd,NODE,3 *GET,EN4,ELEM,nd,NODE,4 *GET,EN5,ELEM,nd,NODE,5 *GET,EN6,ELEM,nd,NODE,6 *GET,EN7,ELEM,nd,NODE,7 *GET,EN8,ELEM,nd,NODE,8 *VWRITE,Chrval(nd),Chrval(EN1),Chrval(EN2),Chrval(EN3),Chrval(EN4),Chrval(EN5),Chrval(EN6),Chrva

22、l(EN7),Chrval(EN8)(A8,8(A1,A8)nd = ELnext(nd) *END IF*ENDDO*VWRITE(*ELEMENT,TYPE=C3D15 ,ELSET=Esolid2)Allsel,all*GET,NumberofNode,NODE,COUNT, , , ,ESEL,S,ENAME,95 *GET,NElem,ELEM,COUNT, , , , ! 得到当前模型中的总单元数!对单元集进行循环*GET,nd,ELEM,NUM,MIN, , , ,*DO,I,1,NElem!得到当前单元的类型*GET,ENAME,ELEM,nd,ATTR,ENAM !如果是95

23、号(95号单元)*IF,ENAME,EQ,95,THEN!得到该单元的节点编号*GET,EN1,ELEM,nd,NODE,1 *GET,EN2,ELEM,nd,NODE,2 *GET,EN3,ELEM,nd,NODE,3 *GET,EN4,ELEM,nd,NODE,4 *GET,EN5,ELEM,nd,NODE,5 *GET,EN6,ELEM,nd,NODE,6 *GET,EN7,ELEM,nd,NODE,7 *GET,EN8,ELEM,nd,NODE,8 *GET,EN9,ELEM,nd,NODE,9 *GET,EN10,ELEM,nd,NODE,10*GET,EN11,ELEM,nd,NO

24、DE,11 *GET,EN12,ELEM,nd,NODE,12 *GET,EN13,ELEM,nd,NODE,13 *GET,EN14,ELEM,nd,NODE,14*GET,EN15,ELEM,nd,NODE,15 *GET,EN16,ELEM,nd,NODE,16*GET,EN17,ELEM,nd,NODE,17 *GET,EN18,ELEM,nd,NODE,18 *GET,EN19,ELEM,nd,NODE,19 *GET,EN20,ELEM,nd,NODE,20 ENN1=EN1ENN2=EN2ENN3=EN3ENN4=EN5ENN5=EN6ENN6=EN7x1=Nx(EN1) y1=

25、Ny(EN1) Z1=Nz(EN1)x2=Nx(EN2) y2=Ny(EN2) Z2=Nz(EN2)ENN7=NumberofNode+(I-1)*5+1ENN8=EN10ENN9=EN12x5=Nx(EN5) y5=Ny(EN5) Z5=Nz(EN5)x6=Nx(EN6) y6=Ny(EN6) Z6=Nz(EN6)ENN10=NumberofNode+(I-1)*5+2ENN11=EN14ENN12=EN16ENN13=NumberofNode+(I-1)*5+3ENN14=NumberofNode+(I-1)*5+4ENN15=NumberofNode+(I-1)*5+5x3=Nx(EN3

26、) y3=Ny(EN3) Z3=Nz(EN3)x7=Nx(EN7) y7=Ny(EN7) Z7=Nz(EN7)*VWRITE,Chrval(nd),Chrval(ENN1),Chrval(ENN2),Chrval(ENN3),Chrval(ENN4),Chrval(ENN5),Chrval(ENN6),Chrval(ENN7),(A8,A1,7(A8,A1)*VWRITE,Chrval(ENN8),Chrval(ENN9),Chrval(ENN10),Chrval(ENN11),Chrval(ENN12),Chrval(ENN13),Chrval(ENN14),Chrval(ENN15)(7(

27、A8,A1),A8)nd = ELnext(nd) *END IF*ENDDOAllsel,all*VWRITE(*SOLID SECTION,MATERIAL=Steel,ELSET=Esolid1)*VWRITE(1.,) *VWRITE(*SOLID SECTION,MATERIAL=Steel,ELSET=Esolid2)*VWRITE(1.,) *VWRITE(*MATERIAL,NAME=Steel)*VWRITE(*ELASTIC)*VWRITE,Esteel,Vsteel(E9.1,A1,F5.1)!输出单元壳单元*VWRITE(*ELEMENT,TYPE=S4,ELSET=E

28、Shell)Allsel,allESEL,S,ENAME,63*GET,NElem,ELEM,COUNT, , , , ! 得到当前模型中的总单元数!对单元集进行循环*GET,nd,ELEM,NUM,MIN, , , ,*DO,I,1,NElem!得到当前单元的类型*GET,ENAME,ELEM,nd,ATTR,ENAM !如果是63号(63号单元)*IF,ENAME,EQ,63,THEN!得到该单元的节点编号*GET,EN1,ELEM,nd,NODE,1 *GET,EN2,ELEM,nd,NODE,2 *GET,EN3,ELEM,nd,NODE,3 *GET,EN4,ELEM,nd,NODE

29、,4 *VWRITE,Chrval(nd),Chrval(EN1),Chrval(EN2),Chrval(EN3),Chrval(EN4)(A8,4(A1,A8)nd = ELnext(nd) *END IF*ENDDOAllsel,all*VWRITE(*Shell SECTION,MATERIAL=FRP,ELSET=EShell)*VWRITE,Chrval(tpatch),5(A8,A1,A1)*VWRITE(*Material, name=FRP)*VWRITE(*Elastic)*VWRITE,Epatch,Vpatch(E9.1,A1,F5.1)!输出弹簧单元ESEL,S,TYP

30、E,5*GET,NElem,ELEM,COUNT, , , , ! 得到当前模型中的总单元数!对单元集进行循环*GET,nd,ELEM,NUM,MIN, , , ,*DO,I,1,NElem!得到当前单元的类型*GET,ENAME,ELEM,nd,ATTR,ENAM !如果是14号(14号单元)*IF,ENAME,EQ,14,THEN!得到该单元的节点编号*GET,EN1,ELEM,nd,NODE,1 *GET,EN2,ELEM,nd,NODE,2 *VWRITE,*ELEMENT,TYPE=,Spring2,ELSET=ES,CHRVAL(i)(A8,A1,A5,A7,A1,A8,A4)*V

31、WRITE,Chrval(ND),Chrval(EN1),Chrval(EN2)(A8,A1,A8,A1,A8)*VWRITE,*Spring,Elset=ES,CHRVAL(i)(A7,A1,A8,A4)*VWRITE,CHRVAL(1),CHRVAL(1)(A1,A1,A1)*GET,NumofReal,ELEM,Nd,ATTR,REAL*GET,Kxx,RCON,NumofReal,CONST,1,*VWRITE,Kxx(F15.8)nd =ELnext(nd) *END IF*ENDDONN=NelemAllsel,allESEL,S,TYPE,6*GET,NElem,ELEM,COU

32、NT, , , , ! 得到当前模型中的总单元数!对单元集进行循环*GET,nd,ELEM,NUM,MIN, , , ,*DO,I,1,NElem!得到当前单元的类型*GET,ENAME,ELEM,nd,ATTR,ENAM !如果是14号(14号单元)*IF,ENAME,EQ,14,THEN!得到该单元的节点编号*GET,EN1,ELEM,nd,NODE,1 *GET,EN2,ELEM,nd,NODE,2 *VWRITE,*ELEMENT,TYPE=,Spring2,ELSET=ES,CHRVAL(NN+i)(A8,A1,A5,A7,A1,A8,A4)*VWRITE,Chrval(ND),Ch

33、rval(EN1),Chrval(EN2)(A8,A1,A8,A1,A8)*VWRITE,*Spring,Elset=ES,CHRVAL(NN+i)(A7,A1,A8,A4)*VWRITE,CHRVAL(2),CHRVAL(2)(A1,A1,A1)*GET,NumofReal,ELEM,Nd,ATTR,REAL*GET,Kyy,RCON,NumofReal,CONST,1,*VWRITE,Kyy(F15.8)nd =ELnext(nd) *END IF*ENDDONN=Nelem+NNAllsel,allESEL,S,TYPE,7*GET,NElem,ELEM,COUNT, , , , ! 得

34、到当前模型中的总单元数!对单元集进行循环*GET,nd,ELEM,NUM,MIN, , , ,*DO,I,1,NElem!得到当前单元的类型*GET,ENAME,ELEM,nd,ATTR,ENAM !如果是14号(14号单元)*IF,ENAME,EQ,14,THEN!得到该单元的节点编号*GET,EN1,ELEM,nd,NODE,1 *GET,EN2,ELEM,nd,NODE,2 *VWRITE,*ELEMENT,TYPE=,Spring2,ELSET=ES,CHRVAL(NN+i)(A8,A1,A5,A7,A1,A8,A4)*VWRITE,Chrval(ND),Chrval(EN1),Chr

35、val(EN2)(A8,A1,A8,A1,A8)*VWRITE,*Spring,Elset=ES,CHRVAL(NN+i)(A7,A1,A8,A4)*VWRITE,CHRVAL(3),CHRVAL(3)(A1,A1,A1)*GET,NumofReal,ELEM,Nd,ATTR,REAL*GET,Kzz,RCON,NumofReal,CONST,1,*VWRITE,Kzz(F15.8)nd =ELnext(nd) *END IF*ENDDOAllsel,all!约束方程!Nsel,s,Loc,z,tglue+tpatch/2*Get,nnod3,NODE,0,COUNT *Dim,nodes3,

36、array,nnod3*Dim,xy3,array,nnod3,2 *Get,nd,NODE,0,NUM,MIN *Do,I,1,nnod3,1 nodes3(I)= nd xy3(I,1) = Nx(nd) xy3(I,2) = Ny(nd) nd = Ndnext(nd) *Enddo allsel,allNSEL,S,LOC,Z,tglue*Get,nnod4,NODE,0,COUNT *Dim,nodes4,array,nnod4*Dim,xy4,array,nnod4,2 *Get,nd,NODE,0,NUM,MIN *Do,I,1,nnod4,1 nodes4(I)= nd xy4

37、(I,1) = Nx(nd) xy4(I,2) = Ny(nd) nd = Ndnext(nd) *Enddo allsel,all*Do,I,1,nnod3,1*Do,J,1,nnod4,1*If,xy3(I,1),NE,xy4(J,1),Cycle*If,xy3(I,2),NE,xy4(J,2),Cycle*VWRITE(*EQUATION)*VWRITE(3)*VWRITE,CHRVAL(Nodes4(J),CHRVAL(1),1.0,CHRVAL(Nodes3(I),CHRVAL(4),tpatch/2,CHRVAL(Nodes3(I),CHRVAL(1),-1.0(A8,A1,A1,

38、A1,F3.1,A1,A8,A1,A1,A1,F8.5,A1,A8,A1,A1,A1,F8.5)*VWRITE(*EQUATION)*VWRITE(3)*VWRITE,CHRVAL(Nodes4(J),CHRVAL(2),1.0,CHRVAL(Nodes3(I),CHRVAL(5),tpatch/2,CHRVAL(Nodes3(I),CHRVAL(2),-1.0(A8,A1,A1,A1,F3.1,A1,A8,A1,A1,A1,F8.5,A1,A8,A1,A1,A1,F8.5)*VWRITE(*EQUATION)*VWRITE(2)*VWRITE,CHRVAL(Nodes4(J),CHRVAL(3),1.0,CHRVAL(Nodes3(I),CHRVAL(3),-1.0(A8,A1,A1,A1,F3.1,A1,A8,A1,A1,A1,F8.5)!CE,3*(I-1)+1,0,Nodes4(J),UX,1,Nodes3(I),ROTX,tpatch/2,Nodes3(I),Ux,-1,!CE,3*(I-1)+2,0,Nodes4(J),UY,1,Nodes3(I),ROTY,tpatch/2,Nodes3(I),UY,-1,!CE,3*(I-1)+3,0,Nodes4(J),UZ,1,Nodes3(I),Uz,-1,*Enddo*Enddo!约束方程! 边界条件!-