TALK=f;RUN(1,1) DISPLAY ENDDIS ************************************************************ Group 1. Run Title and Number ************************************************************ TEXT(mechanical stress in a cube integer(caseno) caseno = 1 ! 1=x-direction tension, x & z free caseno=2 ! ditto , x & z fixed caseno=3 ! ditto , x free, z fixed real(appstr) appstr = 1.e9 ! applied stress boolean(direct) direct=f ************************************************************ Group 2. Time dependence STEADY = T ************************************************************ Group 3. X-Direction Grid Spacing CARTES = t NX = 1 ************************************************************ Group 4. Y-Direction Grid Spacing NY = 10 YVLAST=1.0*(ny+2) ************************************************************ Group 5. Z-Direction Grid Spacing NZ = 1 ZWLAST = 1.000000E+00 #UNIGRID ************************************************************ Group 7. Variables: STOREd,SOLVEd,NAMEd ONEPHS = T SOLVE(P1,V1) STORE(PRPS,DEN1,ENUL,DVO1,DRH1) STORE(PTH) STORE(STRX,SXTH) STORE(STRY,SYTH) STORE(STRZ,SZTH) STORE(EPSX,EXTH) STORE(EPSY,EYTH) STORE(EPSZ,EZTH) store(dils) GROUP8. ITERATION NUMBERS ETC RESREF(V1)=0.0 ************************************************************ GROUP 9. PROPERTIES CSG10='Q1' MATFLG=T;NMAT=1 160 7800.0 0.3 473.0 43.0 1.e-5 0.5E-11 ************************************************************ GROUP 11. INITIAL VALUES FIINIT(PRPS)=0 fiinit(p1)=0.0 fiinit(u1)=0.0 fiinit(v1)=0.0 fiinit(w1)=0.0 fiinit(exth)=-1.234e-11 ! to print as none fiinit(eyth)=-1.234e-11 ! to print as none fiinit(ezth)=-1.234e-11 ! to print as none fiinit(sxth)=-1.234e-11 ! to print as none fiinit(syth)=-1.234e-11 ! to print as none fiinit(szth)=-1.234e-11 ! to print as none PATCH(BLOCK,INIVAL,1,1,2,NY-1,1,1,1,1) INIT (BLOCK,PRPS,FIXVAL,160) ************************************************************ GROUP 13. BOUNDARY & SPECIAL SOURCES IF(DIRECT) THEN PATCH(SOU,NORTH,1,1,1,1,1,1,1,1) COVAL(SOU,V1,1.E6, 0.0) PATCH(NFORCE,NORTH,1,1,NY-1,NY-1,1,1,1,1) COVAL(NFORCE,V1,FIXFLU,APPSTR) ELSE PATCH(NOR,NORTH,1,1,NY-1,NY-1,1,1,1,1) COVAL(NOR,V1,1.E6, 0.0) PATCH(NFORCE,NORTH,1,1,1,1,1,1,1,1) COVAL(NFORCE,V1,FIXFLU,-APPSTR) ENDIF SPEDAT(RLXFAC,RLXV1D,R,1.0) IF(CASENO.EQ.2) THEN SPEDAT(BOUNDARY,XCONST,R,1.E20) SPEDAT(BOUNDARY,ZCONST,R,1.E20) ENDIF IF(CASENO.EQ.3) THEN SPEDAT(BOUNDARY,ZCONST,R,1.E20) ! z fixed, x free ENDIF ************************************************************ GROUP 15. TERMINATE SWEEPS LSWEEP = 200 ISG21=LSWEEP ************************************************************ GROUP 17. RELAXATION #CONPROM relax(v1,linrlx,1.0) ************************************************************ GROUP 19. DATA TRANSMITTED TO GROUND STRA = T ************************************************************ GROUP 23.FIELD PRINT-OUT & PLOT CONTROL NYPRIN=1 TSTSWP=-1 #MAXABS #ENDPAUSE REAL(YOUNG, POISSON, PTH,EXTH,EYTH,EZTH,SXTH,SYTH,SZTH,term) POISSON = 0.3 ! must conform with matflg value YOUNG = 1/(0.5E-11) ! must conform with matflg value IF(CASENO.EQ.1) THEN SYTH=APPSTR EYTH=APPSTR/YOUNG EXTH=-EYTH*POISSON EZTH=-EYTH*POISSON SXTH=0.0 SZTH=0.0 ENDIF IF(CASENO.EQ.2) THEN EXTH=0.0 EZTH=0.0 TERM=APPSTR EYTH=(APPSTR/YOUNG)*(1+POISSON)*(1-2*POISSON)/(1-POISSON) SYTH=TERM SXTH=TERM*POISSON/(1-POISSON) SZTH=TERM*POISSON/(1-POISSON) ENDIF IF(CASENO.EQ.3) THEN EZTH=0 SXTH=0 SYTH=APPSTR EYTH=(SYTH/YOUNG)*(1+POISSON)*(1-POISSON) EXTH=-EYTH*POISSON/(1-POISSON) PTH=EXTH+EYTH SZTH=PTH*YOUNG*POISSON/(1-2*POISSON)/(1+POISSON) ENDIF (STORED VAR SXTH IS :SXTH: WITH IMAT>100) (STORED VAR SYTH IS :SYTH: WITH IMAT>100) (STORED VAR SZTH IS :SZTH: WITH IMAT>100) (STORED VAR EXTH IS :EXTH: WITH IMAT>100) (STORED VAR EYTH IS :EYTH: WITH IMAT>100) (STORED VAR EZTH IS :EZTH: WITH IMAT>100) PTH=EXTH+EYTH+EZTH (STORED VAR PTH IS :PTH:) STOP