TALK=f;RUN(1,1) DISPLAY This case differs from caseno=4 of case 204 in respect of the boundary condition for U1. Here U1 is fixed at a single point, whereas in s204 U1 was fixed along the whole boundary. The solutions differ in respect of U1, but not of V1, epsx, epsy, etc. ENDDIS PHOTON USE p;;;; set prop off cl msg x-displacement fields gr ou z 1 cont U1 z 1 fil;.0001 pause cl msg y-displacement fields gr ou z 1 cont V1 z 1 fil;.0001 vec z 1 col 0 pause cl msg drh1 fields gr ou z 1 cont drh1 z 1 fil;.0001 vec z 1 col 0 pause cl msg enul fields gr ou z 1 cont enul z 1 fil;.0001 vec z 1 col 0 pause ENDUSE ************************************************************ Group 1. Run Title and Number ************************************************************ TEXT(2D xy 2-material plate in tension; s208 LIBREF TITLE integer(caseno) mesg(caseno = 1 : z free mesg(caseno = 2 : z fixed mesgm(Note: "Theoretical" values not provided caseno=1 label ask mesg(caseno=:caseno: Enter 1, 2 or blank readvdu(caseno,int,1) if(caseno.lt.1) then goto ask endif if(caseno.gt.2) then goto ask endif caseno libref=caseno Declarations and settings REAL(FY,LX,LY,POISSON,YOUNG) FY= 40.0e6 ! H/m^2 = 40 N/mm^2 LX=90.e-3 LY=120.e-3 LX=LY/10 INTEGER(NXBODY,NYBODY) ************************************************************ Group 2. Time dependence STEADY = T ************************************************************ Group 3. X-Direction Grid Spacing CARTES = T NXBODY = 10 GRDPWR(X,NXBODY,LX,1) ************************************************************ Group 4. Y-Direction Grid Spacing NYBODY = 10 GRDPWR(Y,NYBODY,LY,1) ************************************************************ Group 5. Z-Direction Grid Spacing NZ=1 ZWLAST = 0.001 ************************************************************ Group 7. Variables: STOREd,SOLVEd,NAMEd ONEPHS = T SOLVE(P1,V1,U1) SOLUTN(P1 ,Y,Y,Y,N,N,N) SOLUTN(U1 ,Y,Y,Y,N,N,Y) SOLUTN(V1 ,Y,Y,Y,N,N,Y) STORE(PRPS,DRH1,ENUL) STORE(STRX,STRY,STRZ,STXY) STORE(EPSY,EPSX,EPSZ) ************************************************************ GROUP 8. ITERATION NUMBERS ETC RESFAC=1.e-7 RESREF(V1)=0.0 RESREF(U1)=0.0 LITER(V1) = 50 LITER(U1) = 50 LITER(P1) = 50 ************************************************************ GROUP 9. PROPERTIES CSG10='Q1' ! materials with various POISSON ratios MATFLG=T;NMAT=2 160 7800.0 0.3 473.0 43.0 1.0e-5 0.5e-11 161 7800.0 0.3 473.0 43.0 1.0e-5 0.5e-10 ************************************************************ GROUP 11. INITIAL VALUES fiinit(p1)=0.0 fiinit(u1)=0.0 fiinit(v1)=0.0 FIINIT(PRPS)=160 PATCH(BODY2,INIVAL,1,NX,1,NY/2,1,1,1,1) INIT(BODY2,PRPS,FIXVAL,161) ************************************************************ GROUP 13. BOUNDARY & SPECIAL SOURCES PATCH(UP,NWALL,1,NX,NY,NY,1,1,1,1) ! top - fixed V1 COVAL(UP,V1,1,0.0) PATCH(POINTU,CELL,1,1,NY,NY,1,1,1,1) ! top-left - fixed U1 COVAL(POINTU,U1,FIXVAL,0) *** bottom - upward force PATCH(FORC01,NORTH,1,NX,1,1,1,1,1,1) COVAL(FORC01,V1,FIXFLU,FY) IF(CASENO.EQ.2) THEN SPEDAT(BOUNDARY,ZCONST,R,1.e20) ELSE SPEDAT(BOUNDARY,ZCONST,R,0.0) ENDIF ************************************************************ GROUP 15. TERMINATE SWEEPS LSWEEP = 1800 ISG21=LSWEEP ************************************************************ GROUP 17. RELAXATION #CONPROM RELAX(P1 ,LINRLX, 1.000000E+00) spedat(rlxfac,rlxu1d,r,0.3) spedat(rlxfac,rlxv1d,r,0.3) ************************************************************ GROUP 19. DATA TRANSMITTED TO GROUND STRA = T PARSOL = F ISG52 = 3 ! probe & res ************************************************************ GROUP 23.FIELD PRINT-OUT & PLOT CONTROL TSTSWP = - 1 ! graphic-mode NYPRIN = 1 IXMON = NX-2 IYMON = 2 IZMON = 1 #maxmin #endpause nprint=1;lsweep=20 STOP