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xingfei04木虫 (小有名气)
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【资源】ansys三维断裂问题
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给大家一个实例玩玩！ /PREP7 SMRT,OFF /TITLE, VM143, FRACTURE MECHANICS STRESS INTENSITY - CRACK IN A FINITE WIDTH PLATE C*** BROWN AND SRAWLEY, ASTM SPECIAL TECHNICAL PUBLICATION NO. 410. /COM, ****** CRACK IN 3-DIMENSIONS USING SOLID45 AND SOLID95 ANTYPE,STATIC ! STATIC ANALYSIS ET,1,SOLID45 ET,2,SOLID45 ! ELEMENTS AROUND THE CRACK TIP ET,3,SOLID95 ! CRACK TIP ELEMENTS CREATED USING MACRO FRACT MP,EX,1,3E7 MP,NUXY,1,.3 CSYS,1 ! CYLINDRICAL COORDINATE SYSTEM N,1 NGEN,9,20,1 N,11,.8 N,171,.8,180 FILL,11,171,7,31,20 CSYS,0 ! CARTESIAN COORDINATE SYSTEM FILL,1,11,9,2,1,9,20,3 N,15,4 N,75,4,5 FILL,15,75,2,35,20 N,155,-1,5 FILL,75,155,3,95,20 N,172,-1 FILL,155,172,5,177,-1,,,.15 FILL,11,15,3,,,7,20,3 NGEN,2,200,1,177,,,,.25 E,2,22,1,1,202,222,201,201 EGEN,8,20,-1 E,2,3,23,22,202,203,223,222 EGEN,8,20,-1 EGEN,9,1,-8 EGEN,5,1,73,78 E,171,151,173,172,371,351,373,372 E,151,131,174,173,351,331,374,373 E,131,132,175,174,331,332,375,374 EGEN,3,1,-1 E,134,135,155,177,334,335,355,377 TYPE,2 EMODIF,1 ! MODIFY ELEMENTS 1 TO 8 FROM TYPE,1 TO TYPE,2 *REPEAT,8,1 NUMMRG,NODE ! MERGE COINCIDENT NODES NSEL,S,LOC,X,0 NSEL,R,LOC,Y,0 CM,CRACKTIP,NODE /NERR,0 ! TEMPORARILY NO WARNINGS OR ERRORS PRINTOUT ! (IN ORDER TO AVOID WARNING MESSAGES DUE TO ! MIDSIDE NODES LOCATION) /NOPR NSEL,ALL *GET,N,NODE,,NUM,MAX ! CURRENT MAXIMUM NODE NUMBER CMSEL,S,CRACKTIP ! SELECT THE TIP NODES ESLN ! ANY ELEMENTS ATTACHED *GET,ELMAX,ELEM,,NUM,MAX ! CURRENT MAXIMUM ELEMENT NUMBER *DO,IEL,1,ELMAX ! LOOP ON MAX ELEMENT ELMI=IEL *IF,ELMI,LE,0,EXIT ! NO MORE SELECTED *GET,ELTYPE,ELEM,ELMI,ATTR,TYPE ! GET ELEMENT TYPE *IF,ELTYPE,NE,ARG1,CYCLE ! CHECK FOR SELECTED ELEMENT N3 = NELEM(ELMI,3) ! GET NODE 3 (K) *IF,NSEL(N3),LE,0,CYCLE ! IT MUST BE SELECTED N7 = NELEM(ELMI,7) ! GET NODE 7 (L) *IF,NSEL(N7),LE,0,CYCLE ! IT MUST ALSO BE SELECTED N1 = NELEM(ELMI,1) ! GET NODE 1 (I) N2 = NELEM(ELMI,2) ! GET NODE 2 (J) N5 = NELEM(ELMI,5) ! GET NODE 5 (M) N6 = NELEM(ELMI,6) ! GET NODE 6 (N) X3 = 0.75*NX(N3) ! WEIGHTED POSITION OF N3 Y3 = 0.75*NY(N3) Z3 = 0.75*NZ(N3) X = 0.25*NX(N2) + X3 ! QUARTER POINT LOCATION ( NODE (R) ) Y = 0.25*NY(N2) + Y3 Z = 0.25*NZ(N2) + Z3 N = N + 1 ! NEXT NODE N10 = N N,N10,X,Y,Z ! MIDSIDE NODE LOCATION X = 0.25*NX(N1) + X3 Y = 0.25*NY(N1) + Y3 Z = 0.25*NZ(N1) + Z3 N = N + 1 N12= N N,N12,X,Y,Z X7 = 0.75*NX(N7) Y7 = 0.75*NY(N7) Z7 = 0.75*NZ(N7) X = 0.25*NX(N6) + X7 Y = 0.25*NY(N6) + Y7 Z = 0.25*NZ(N6) + Z7 N = N + 1 N14 = N N,N14,X,Y,Z X = 0.25*NX(N5) + X7 Y = 0.25*NY(N5) + Y7 Z = 0.25*NZ(N5) + Z7 N = N + 1 N16 = N N,N16,X,Y,Z N4=N3 N8=N7 NSEL,ALL TYPE,3 EN,ELMI,N1,N2,N3,N4,N5,N6,N7,N8 ! REDEFINE THE ELEMENT EMORE,0,N10,0,N12,0,N14,0,N16 EMORE, *ENDDO CMSEL,U,CRACKTIP ! UNSELECT THE TIP NODES NUMMRG,NODE ! MERGE MIDSIDE NODES NSEL,ALL ! SELECT ALL ELEMENTS ESEL,ALL ! SELECT ALL ELEMENTS /GOPR *END NERR,DEFA ! TURN ON THE WARNINGS OR ERRORS PRINTOUT /OUTPUT OUTPR,,ALL OUTPR,VENG,ALL ! STORE STRAIN ENERGY FOR J-INTEGRAL EVALUATION NSEL,S,LOC,X,-1 DSYM,SYMM,X ! SYMMETRIC B.C.'S AT X = -1 NSEL,S,LOC,X,0,4 NSEL,R,LOC,Y,0 DSYM,SYMM,Y ! SYMMETRIC B.C.'S AT Y = 0 EXCEPT CRACK NODES NSEL,ALL D,ALL,UZ ! Z CONSTRAINTS FOR PLANE STRAIN PROBLEM NSEL,S,LOC,Y,5 SF,ALL,PRES,-.5641895 NSEL,ALL ESEL,ALL FINISH /OUTPUT,SCRATCH /SOLU SOLVE FINISH /OUTPUT /POST1 ETABLE,SENE,SENE ! RETRIEVE STRAIN ENERGY PER ELEMENT ETABLE,VOLU,VOLU ! RETRIEVE VOLUME PER ELEMENT C*** IN POST1 DETERMINE KI (STRESS INTENSITY FACTOR) USING KCALC !** PATH,KI1,3,,48 ! DEFINE PATH WITH NAME = "KI1" PPATH,1,1 ! DEFINE PATH POINTS BY NODE PPATH,2,406 PPATH,3,162 KCALC,,,1 ! COMPUTE KI FOR A HALF-MODEL WITH SYMM. B.C. *GET,KI1,KCALC,,K,1 ! GET KI AS PARAMETER KI1 !******************************************************************************** !************************** J-INTEGRAL USER FILE ***************************** !******************************************************************************* ! ****NOTE:- IN GENERAL USAGE, THE USER FILE WOULD BE AVAILABLE IN THE ! LOCAL DIRECTORY RATHER THAN BEING CREATED IN THE INPUT !******************************************************************************* *CREATE,JIN1 STINFC ! DATA BLOCK NAME SEXP,W,SENE,VOLU,1,-1 ! CALCULATE STRAIN ENERGY DENSITY PATH,JINT,4,50,48 ! DEFINE PATH WITH NAME = "JINT" PPATH,1,ARG1 ! DEFINE PATH POINTS BY NODE PPATH,2,ARG2 PPATH,3,ARG3 PPATH,4,ARG4 PDEF,W,ETAB,W ! PUT STRAIN ENERGY DENSITY ON THE PATH PCALC,INTG,J,W,YG ! INTEGRATE ENERGY W.R.T. GLOBAL Y *GET,JA,PATH,,LAST,J ! GET FINAL VALUE OF INTEGRAL FOR 1ST TERM OF J PDEF,CLEAR ! CLEAR OLD PATH VARIABLES PVECT,NORM,NX,NY,NZ ! DEFINE THE PATH UNIT NORMAL VECTOR PDEF,INTR,SX,SX ! PUT STRESS SX ON THE PATH PDEF,INTR,SY,SY ! PUT STRESS SY ON THE PATH PDEF,INTR,SXY,SXY ! PUT STRESS SXY ON THE PATH PCALC,MULT,TX,SX,NX ! CALCULATE TRACTION TX PCALC,MULT,C1,SXY,NY ! TX = SX*NX + SXY*NY PCALC,ADD,TX,TX,C1 PCALC,MULT,TY,SXY,NX ! CALCULATE TRACTION TY PCALC,MULT,C1,SY,NY ! TY = SXY*NX + SY*NY PCALC,ADD,TY,TY,C1 *GET,DX,PATH,,LAST,S ! DEFINE PATH SHIFT AS 1% OF PATH LENGTH DX=DX/100 PCALC,ADD,XG,XG,,,,-DX/2 ! SHIFT PATH FROM X TO X-DX/2 (GLOBAL X DIR.) PDEF,INTR,UX1,UX ! DEFINE UX AT X-DX PDEF,INTR,UY1,UY ! DEFINE UY AT X-DX PCALC,ADD,XG,XG,,,,DX ! SHIFT PATH FROM X-DX/2 TO X+DX/2 PDEF,INTR,UX2,UX ! DEFINE UX AT X+DX PDEF,INTR,UY2,UY ! DEFINE UY AT X+DX PCALC,ADD,XG,XG,,,,-DX/2 ! SHIFT PATH BACK TO ORIGINAL POSITION C=(1/DX) PCALC,ADD,C1,UX2,UX1,C,-C ! CALCULATE DERIVATIVE DUX/DX PCALC,ADD,C2,UY2,UY1,C,-C ! CALCULATE DERIVATIVE DUY/DX PCALC,MULT,C1,TX,C1 ! DEFINE INTEGRAND PCALC,MULT,C2,TY,C2 ! = TX*DUX/DX + TY*DUY/DX PCALC,ADD,C1,C1,C2 PCALC,INTG,J,C1,S ! FORM SECOND INTEGRAL (W.R.T. PATH LENGTH S) *GET,JB,PATH,,LAST,J ! GET FINAL VALUE OF INTEGRAL FOR 2ND TERM OF J JINT=2*(JA-JB) ! ADD BOTH TERMS AND DOUBLE FOR HALF MODELS PDEF,CLEAR ! CLEAR PATH VARIABLES *END C**************** IN POST1 DETERMINE KI FROM J-INTEGRAL !*********************** CON1=30E6/(1-(0.3*0.3)) ! J-TO-KI CONVERSION FACTOR *ULIB,JIN1 ! ASSIGN LOCAL FILE JIN1 AS USER FILE *USE,STINFC,4,45,125,164 ! USE DATA BLOCK STINFC AND GIVE PATH NODES KI2=SQRT(CON1*JINT) ! CALCULATE KI FROM J *STATUS,KI1 ! VIEW RESULTS *STATUS,KI2 *DIM,LABEL,CHAR,2,2 *DIM,VALUE,,2,3 LABEL(1,1) = 'BY DISP ','BY J-' LABEL(1,2) = 'EXTRP ','INT' *VFILL,VALUE(1,1),DATA,1.0249,1.0249 *VFILL,VALUE(1,2),DATA,KI1,KI2 *VFILL,VALUE(1,3),DATA,ABS(KI1/1.0249),ABS(KI2/1.0249) SAVE,TABLE_1 FINISH |
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2楼2009-12-09 19:37:29
