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?? beam0511.for

?? 基于fortran的鐵摩辛克梁計算程序
?? FOR
字號:
      PROGRAM beam
	!USE IMSL
	REAL:: AGL(3,3)
 	INCLUDE 'COMTM.H'
	 OPEN(11,STATUS='SCRATCH',FORM='UNFORMATTED')
       OPEN(5,FILE='TM0.DAT',STATUS='OLD')
       OPEN(6,FILE='TM.OUT',STATUS='UNKNOWN')
	 OPEN(1,file='temp.log',STATUS='replace')

	!AGL(1,1)=2.
	!AGL(1,2)=0.5
	!AGL(1,3)=-0.09375
	!AGL(2,2)=1.8
	!AGL(2,3)=-0.01875
	!AGL(3,3)=0.4430
	!AGL(2,1)=AGL(1,2)
	!AGL(3,1)=AGL(1,3)
	!AGL(3,2)=AGL(2,3)

	!WRITE(*,*)AGL
	!BGL=DET(AGL)
	!WRITE(*,*)BGL,'=DET'
	CALL DATA
	CALL INITIAL

      DO  30 IINCS=1,NINCS
	write(1,*)'run sub inclod iincs=',iincs
	  CALL INCLOD
  !     WRITE(1,*)TLOAD,'???'
	  DO 10 IITER=1,NITER
	write(1,*)'run sub nonal niter=',iiter
	      CALL NONAL
	      IF(KRESL.EQ.1) CALL STIFFB
	write(1,*)'run sub assemb'
	      CALL ASSEMB
	      IF(KRESL.EQ.1) CALL GREDUC
	      IF(KRESL.EQ.2) CALL RESOLV

	write(1,*)'run sub baksub'
	      CALL BAKSUB

	write(1,*)'run sub reforb'
	      CALL REFORB

	write(1,*)'run sub conund'
	!CALL MONITR
	      CALL CONUND
	      IF(NCHEK.EQ.0) GO TO 20
	      IF(IITER.EQ.1.AND.NOUTP.EQ.1) CALL RESULT
	      IF(NOUTP.EQ.2) CALL RESULT
10      CONTINUE
        WRITE(6,900)
900	  FORMAT(1H,5X,'SOLUTION NOT CONVERGED')
        STOP
20      CALL RESULT
30    CONTINUE
      STOP
	END
	
	SUBROUTINE DATA 
	INCLUDE 'COMTM.H' 
	     
	DIMENSION   ICODE(2),VALUE(2),TITLE(18)
  	READ(5,965)  TITLE
	WRITE(6,965) TITLE
965   FORMAT(18A4)
	READ(5,*) NPOIN,NELEM,NBOUN,NMATS, NPROP,NNODE,NINCS,NALGO,NDOFN
900   FORMAT(9I5)
      WRITE(6,905)NPOIN,NELEM,NBOUN,NMATS,NPROP,NNODE,NINCS,NALGO,NDOFN
905   FORMAT(/1X,'NPOIN=',I5,3X,'NELEM=',I5,3X,'NBOUN='I5,3X,
     1        'NMATS=',I5//1X,'NPROP=',I5,3X,'NNODE=',I5,3X,'NINCS=',I5,
     1         3X,'NALGO=',I5//1X,'NDOFN=',I5)
	NEVAB=NDOFN*NNODE
	NSVAB=NDOFN*NPOIN
	WRITE(6,910)
910   FORMAT(5X,'MATERIAL PROPERTIES')

      DO   IMATS=1,NMATS
		READ(5,*)  JMATS,(PROPS(JMATS,IPROP),IPROP=1,NPROP)
		WRITE(6,915)  JMATS,(PROPS(JMATS,IPROP),IPROP=1,NPROP)
	enddo !IMATS

915   FORMAT(I4,4F20.5)
	WRITE(6,920)
920   FORMAT(3X,'EL   NODFS     MAT.')
	DO    IELEM=1,NELEM
	READ(5,*)JELEM,(LNODS(JELEM,INODE),INODE=1,NNODE),
     1      MATNO(JELEM)
      WRITE(6,925)JELEM,(LNODS(JELEM,INODE),INODE=1,NNODE),
     1      MATNO(JELEM)
	ENDDO !IELEM
925   FORMAT(4I5)
	WRITE(6,930)
930   FORMAT(1H,5X,'NODE',5X,'COORD.')
	DO 30   IPOIN=1,NPOIN
	READ(5,*) JPOIN,COORD(JPOIN)
30    WRITE(6,935)JPOIN,COORD(JPOIN)
	!ENDDO !IPOIN
935   FORMAT(I10,F15.5)
	DO   ISVAB=1,NSVAB
	     IFPRE(ISVAB)=0
		 PEFIX(ISVAB)=0
	ENDDO !ISVAB
	IF(NDOFN.EQ.1) WRITE(6,940)
940   FORMAT(1X,'RES.NODE',2X,'CODE',3X,'PRES.VALUES')
	IF(NDOFN.EQ.2) WRITE(6,945)
945   FORMAT(1H,1X,'RES.NODE',2X,'CODE',3X,'PRES.VALUES',2X,
     1         'CODE',3X,'PRES.VALUES')
	DO  IBOUN=1,NBOUN
 	READ(5,*) NODFX,(ICODE(IDOFN),VALUE(IDOFN),IDOFN=1,NDOFN)
	WRITE(6,950) NODFX,(ICODE(IDOFN),VALUE(IDOFN),IDOFN=1,NDOFN)
950   FORMAT(I10,2(I5,F15.5))
	NPOSN=(NODFX-1)*NDOFN
	  DO  IDOFN=1,NDOFN
	    NPOSN=NPOSN+1
	    IFPRE(NPOSN)=ICODE(IDOFN)
          PEFIX(NPOSN)=VALUE(IDOFN)
	  ENDDO !IDOFN
	ENDDO !IBOUN
	WRITE(6,955)
955   FORMAT(2X,'ELEMENT',10X,'NODAL LOADS')
	DO 60  IELEM=1,NELEM
	DO 60  IEVAB=1,NEVAB                 
60      RLOAD(IELEM,IEVAB)=0.0
	!ENDDO !IEVAB
	!ENDDO !IELEM
70    READ(5,*) JELEM,(RLOAD(JELEM,IEVAB),IEVAB=1,NEVAB)
	IF(JELEM.NE.NELEM) GO TO 70
	DO  IELEM =1,NELEM
		WRITE(6,960) IELEM,(RLOAD(IELEM,IEVAB),IEVAB=1,NEVAB)
	ENDDO
960   FORMAT(I10,5F15.5)

	RETURN
	END


	SUBROUTINE INITIAL
	INCLUDE 'COMTM.H'
		
	DO 20 IELEM=1,NELEM
	PLAST(IELEM)=0.0
	DO 10 IDOFN=1,NDOFN
10    STRES(IELEM,IDOFN)=0.0
	DO 20 IEVAB=1,NEVAB
	ELOAD(IELEM,IEVAB)=0.0
20    TLOAD (IELEM,IEVAB)=0.0
	DO 30 IPOIN=1,NPOIN
	DO 30 IDOFN=1,NDOFN
	TDISP(IPOIN,IDOFN)=0.0
30    TREAC(IPOIN,IDOFN)=0.0
	RETURN
	END

	SUBROUTINE INCLOD
	INCLUDE 'COMTM.H'
		
	READ (5,*) NITER,NOUTP,FACTO,TOLER
!900   FORMAT(2I5,2F15.5)
	WRITE(6,905)IINCS,NITER,NOUTP,FACTO,TOLER
905   FORMAT(5X,'IINCS=',I5,3X,'NITER=',I5,3X,'NOUTP=',I5,
     1	        3X,'FACTO=',E14.6,3X,'TOLER=',E14.6)
	DO  IELEM=1,NELEM
	  DO IEVAB=1,NEVAB
	ELOAD(IELEM,IEVAB)=ELOAD(IELEM,IEVAB)+
     1	               RLOAD(IELEM,IEVAB)*FACTO
	TLOAD(IELEM,IEVAB)=TLOAD(IELEM,IEVAB)+
     1		           RLOAD(IELEM,IEVAB)*FACTO
!10    CONTINUE
		ENDDO !IEVAB
	ENDDO !IELEM
	RETURN
	END


	SUBROUTINE NONAL
	INCLUDE 'COMTM.H'
		
	KRESL=2
	IF(NALGO.EQ.1) KRESL=1
	IF(NALGO.EQ.2) KRESL=1
	IF(NALGO.EQ.3.AND.IINCS.EQ.1.AND.IITER.EQ.1) KRESL=1
	IF(NALGO.EQ.4.AND.IITER.EQ.1) KRESL=1
	IF(NALGO.EQ.5.AND.IINCS.EQ.1.AND.IITER.EQ.1) KRESL=1
	IF(NALGO.EQ.5.AND.IITER.EQ.2) KRESL=1
	IF(IITER.EQ.1.OR.NALGO.EQ.1) GO TO 20
	DO 10 ISVAB=1,NSVAB
10    FIXED(ISVAB)=0.0
	RETURN
20    DO 30 ISVAB=1,NSVAB
30    FIXED(ISVAB)=PEFIX(ISVAB)*FACTO

	RETURN
	END


	SUBROUTINE STIFFB
	INCLUDE 'COMTM.H'
		
	REWIND 11
	DO 20 IELEM=1,NELEM
	LPROP=MATNO(IELEM)
	EIVAL=PROPS(LPROP,1)
	SVALU=PROPS(LPROP,2)
	HARDS=PROPS(LPROP,4)
	NODE1=LNODS(IELEM,1) 		
	NODE2=LNODS(IELEM,2)
	ELENG=ABS(COORD(NODE2)-COORD(NODE1))
	IF(PLAST(IELEM).EQ.0.0) 
	1   EIVAL=EIVAL*(1.0-EIVAL/(EIVAL+HARDS))
	VALU1=0.5*SVALU
	VALU2=SVALU/ELENG
	VALU3=EIVAL/ELENG
	VALU4=0.25*SVALU*ELENG
!	VALU4=3*EIVAL/ELENG
	ESTIF(1,1)=VALU2
	ESTIF(1,2)=VALU1
	ESTIF(1,3)=-VALU2
	ESTIF(1,4)=VALU1
	ESTIF(2,2)=VALU3+VALU4
	ESTIF(2,3)=-VALU1
	ESTIF(2,4)=-VALU3+VALU4
      ESTIF(3,3)=VALU2
	ESTIF(3,4)=-VALU1
	ESTIF(4,4)=VALU3+VALU4
      DO 10 ISTIF=1,4
	DO 10 JSTIF=ISTIF,4
10    ESTIF(JSTIF,ISTIF)=ESTIF(ISTIF,JSTIF)
      WRITE(11) ESTIF
20    CONTINUE
      RETURN
	END


      SUBROUTINE ASSEMB
	INCLUDE 'COMTM.H' 
	     
	REWIND 11
      DO 10 ISVAB=1,NSVAB 
10    ASLOD(ISVAB)=0.0
      IF(KRESL.EQ.2) GO TO 30
      DO 20 ISVAB=1,NSVAB
      DO 20 JSVAB=1,NSVAB
20    ASTIF(ISVAB,JSVAB)=0.0
30    CONTINUE
      DO 50 IELEM=1,NELEM

      READ(11) ESTIF

      DO   40 INODE=1,NNODE
        NODEI=LNODS(IELEM,INODE)
        DO  40  IDOFN=1,NDOFN
          NROWS=(NODEI-1)*NDOFN+IDOFN
          NROWE=(INODE-1)*NDOFN+IDOFN
          ASLOD(NROWS)=ASLOD(NROWS)+ELOAD(IELEM,NROWE)
      IF(KRESL.EQ.2) GO TO 40
      DO  JNODE=1,NNODE
		NODEJ=LNODS(IELEM,JNODE)

          DO  JNOFN=1,NDOFN

              NCOLS=(NODEJ-1)*NDOFN+JNOFN
              NCOLE=(JNODE-1)*NDOFN+JNOFN
		ASTIF(NROWS,NCOLS)=ASTIF(NROWS,NCOLS)+ESTIF(NROWE,NCOLE)
		ENDDO
	ENDDO

40    CONTINUE
50    CONTINUE
	!WRITE(1,*)aslod
	!WRITE(1,*)'????????????'	
      RETURN
      END


      SUBROUTINE GREDUC
	INCLUDE 'COMTM.H' 
	KOUNT=0
      NEQNS=NSVAB

	!WRITE(1,*)ASTIF
	!WRITE(1,*)'!!!!!!!!!!!!!!!!!!!'	
	!WRITE(1,*)(ASTIF(II,II),II=1,NEQNS) 
	DO 70 IEQNS=1,NEQNS
	IF(IFPRE(IEQNS).EQ.1) GO TO 40

      PIVOT=ASTIF(IEQNS,IEQNS) !+1.E-5

	!WRITE(1,*)'?1HERE IS RUNNING PIVOT',PIVOT,IEQNS
      IF(ABS(PIVOT).LT.1.0E-10) GO TO 60
	IF(IEQNS.EQ.NEQNS) GO TO 70

      IEQN1=IEQNS+1

      DO  30 IROWS=IEQN1,NEQNS
			KOUNT=KOUNT+1
			FACTR=ASTIF(IROWS,IEQNS)/PIVOT
			FRESV(KOUNT)=FACTR
		IF(FACTR.EQ.0.0) GO TO 30
	
		DO  ICOLS=IEQNS,NEQNS
	 ASTIF(IROWS,ICOLS)=ASTIF(IROWS,ICOLS)-FACTR*ASTIF(IEQNS,ICOLS)
		ENDDO

!	WRITE(1,*)'1HERE IS RUNNING ASTIF(','=',IROWS,',',IROWS,')',
 !    &ASTIF(IROWS,IROWS)

!10		CONTINUE
		ASLOD(IROWS)=ASLOD(IROWS)-FACTR*ASLOD(IEQNS)

	!ENDDO
30    CONTINUE
      GO TO 70
40    DO 50 IROWS=IEQNS,NEQNS
      ASLOD(IROWS)=ASLOD(IROWS)-ASTIF(IROWS,IEQNS)*FIXED(IEQNS)
50    CONTINUE

      GO TO 70
60    WRITE(6,900)
900   FORMAT(5X,15HINCORRECT PIVOT)
      STOP
70    CONTINUE
      RETURN
      END


      SUBROUTINE BAKSUB
	INCLUDE 'COMTM.H'

	DO IPOIN=1,NPOIN
	DO IDOFN=1,NDOFN

	TDISP(IPOIN,IDOFN)=0.
	TREAC(IPOIN,IDOFN)=0.
	ENDDO
	ENDDO

      NEQNS=NSVAB
      DO 10 IEQNS=1,NEQNS
      REACT(IEQNS)=0.0
10    CONTINUE
      NEQN1=NEQNS+1
      DO 40 IEQNS=1,NEQNS
      NBACK=NEQN1-IEQNS
      PIVOT=ASTIF(NBACK,NBACK)
	RESID=ASLOD(NBACK)
      IF(NBACK.EQ.NEQNS) GO TO 30
      NBAC1=NBACK+1
      DO 20 ICOLS=NBAC1,NEQNS
	!WRITE(1,*)'1HERE IS RUNNING PIVOT=',XDISP(ICOLS)

      RESID=RESID-ASTIF(NBACK,ICOLS)*XDISP(ICOLS)
20    CONTINUE
30    IF(IFPRE(NBACK).EQ.0) XDISP(NBACK)=RESID/PIVOT
      IF(IFPRE(NBACK).EQ.1) XDISP(NBACK)=FIXED(NBACK)
      IF(IFPRE(NBACK).EQ.1) REACT(NBACK)=-RESID

40    CONTINUE

      KOUNT=0
!	TDISP(1:NPOIN,1:NDOFN)=0.
!	TREAC(1:NPOIN,1:NDOFN)=0.

      DO 50 IPOIN=1,NPOIN
      DO 50 IDOFN=1,NDOFN
      KOUNT=KOUNT+1 
!!!!!!!!!!!!!!!!!!REVISED 07-04-22!!!!!!!!!!!!!!
      TDISP(IPOIN,IDOFN)=TDISP(IPOIN,IDOFN)+XDISP(KOUNT)
50    TREAC(IPOIN,IDOFN)=TREAC(IPOIN,IDOFN)+REACT(KOUNT)
!	WRITE(1,*)'HERE IS RUNNING TLOAD=',TDISP

!      TDISP(IPOIN,IDOFN)=XDISP(KOUNT)
!50    TREAC(IPOIN,IDOFN)=REACT(KOUNT)


!!!!!!!!!!!!ADD THE SECTION!!!!!!!!!!07-04-22!!!!!!!
	DO 90 IPOIN=1,NPOIN
	DO 60 IELEM=1,NELEM
	DO 60 INODE=1,NNODE
	NLOCA=LNODS(IELEM,INODE)
60	IF (IPOIN.EQ.NLOCA) GO TO 70
70	DO 80 IDOFN=1,NDOFN
	NPOSN=(IPOIN-1)*NDOFN+IDOFN
	IEVAB=(INODE-1)*NDOFN+IDOFN
	!write(1,*)'2 here is running, IEVAB=',NPOSN,IDOFN

80	TLOAD(IELEM,IEVAB)=TLOAD(IELEM,IEVAB)+REACT(NPOSN)
90	CONTINUE
!!!!!!!!!!!!!!!!!ADD THE ABOVE SECTION!!!07-04-22!!!! 

      RETURN
      END


      SUBROUTINE RESOLV
	INCLUDE 'COMTM.H'

      KOUNT=0
      NEQNS=NSVAB
      DO 40 IEQNS=1,NEQNS
      IF(IFPRE(IEQNS).EQ.1) GO TO 20
C
C*    REDUCE RHS
C
      IF(IEQNS.EQ.NEQNS) GO TO 40
      IEQN1=IEQNS+1
      DO 10 IROWS=IEQN1,NEQNS
      KOUNT=KOUNT+1
      FACTR=FRESV(KOUNT)
      IF(FACTR.EQ.0) GO TO 10
      ASLOD(IROWS)=ASLOD(IROWS)-FACTR*ASLOD(IEQNS)
10    CONTINUE
      GO TO 40
20    DO 30 IROWS=IEQNS,NEQNS
      ASLOD(IROWS)=ASLOD(IROWS)-ASTIF(IROWS,IEQNS)*FIXED(IEQNS)
30    CONTINUE
40    CONTINUE
      RETURN
      END

      SUBROUTINE REFORB
	INCLUDE 'COMTM.H'

      DO 10 IELEM=1,NELEM
      DO 10 IEVAB=1,NEVAB
10    ELOAD(IELEM,IEVAB)=0.0

      DO 70 IELEM=1,NELEM
      LPROP=MATNO(IELEM)
      EIVAL=PROPS(LPROP,1)
      SVALU=PROPS(LPROP,2)
      YIELD=PROPS(LPROP,3)
      HARDS=PROPS(LPROP,4)
      NODE1=LNODS(IELEM,1)
      NODE2=LNODS(IELEM,2)
      ELENG=ABS(COORD(NODE2)-COORD(NODE1))
	WNOD1=XDISP(NODE1*NDOFN-1)
      WNOD2=XDISP(NODE2*NDOFN-1)
      THTA1=XDISP(NODE1*NDOFN)
      THTA2=XDISP(NODE2*NDOFN)
	STRAN=(THTA1-THTA2)/ELENG
	STLIN=STRAN*EIVAL
	STCUR=STRES(IELEM,1)+STLIN
      PREYS=YIELD+HARDS*ABS(PLAST(IELEM))
      IF(ABS(STRES(IELEM,1)).GE.PREYS) GO TO 20
      ESCUR=ABS(STCUR)-PREYS
      IF(ESCUR.LE.0.0) GO TO 40
      RFACT=ESCUR/ABS(STLIN)
      GO TO 30
20    IF(STRES(IELEM,1).GT.0.0.AND.STLIN.LE.0.0) GO TO 40
      IF(STRES(IELEM,1).LT.0.0.AND.STLIN.GT.0.0) GO TO 40
      RFACT=1.0
30    REDUC=1.0-RFACT
      STRES(IELEM,1)=STRES(IELEM,1)+REDUC*STLIN+RFACT*EIVAL*
     1               (1.0-EIVAL/(EIVAL+HARDS))*STRAN
      PLAST(IELEM)=PLAST(IELEM)+RFACT*STRAN*EIVAL/(EIVAL+HARDS)
      GO TO 50
40    STRES(IELEM,1)=STRES(IELEM,1)+STLIN
50    STRES(IELEM,2)=STRES(IELEM,2)+(SVALU/ELENG)*(WNOD2-WNOD1)
     1               -0.5*SVALU*(THTA1+THTA2)
	ELOAD(IELEM,1)=ELOAD(IELEM,1)-STRES(IELEM,2)
	ELOAD(IELEM,2)=ELOAD(IELEM,2)+STRES(IELEM,1)
     1               -0.5*ELENG*STRES(IELEM,2)
	ELOAD(IELEM,3)=ELOAD(IELEM,3)+STRES(IELEM,2)
	ELOAD(IELEM,4)=ELOAD(IELEM,4)-STRES(IELEM,1)
     1               -0.5*ELENG*STRES(IELEM,2)
70    CONTINUE
      RETURN
      END

      SUBROUTINE CONUND
	INCLUDE 'COMTM.H'     
	 
	DIMENSION STFOR(52),TOFOR(52)
      NCHEK=0
      RESID=0.0
      RETOT=0.0
      DO 10 ISVAB=1,NSVAB
            STFOR(ISVAB)=0.0
10          TOFOR(ISVAB)=0.0

      DO 20 IELEM=1,NELEM
		IEVAB=0
		DO 20 INODE=1,NNODE
			NODNO=LNODS(IELEM,INODE)
			DO 20 IDOFN=1,NDOFN
				IEVAB=IEVAB+1
				NPOSN=(NODNO-1)*NDOFN+IDOFN
				STFOR(NPOSN)=STFOR(NPOSN)+ELOAD(IELEM,IEVAB)
20				TOFOR(NPOSN)=TOFOR(NPOSN)+TLOAD(IELEM,IEVAB)

      DO 30 ISVAB=1,NSVAB
		REFOR=TOFOR(ISVAB)-STFOR(ISVAB)
		RESID=RESID+REFOR*REFOR
30		RETOT=RETOT+TOFOR(ISVAB)*TOFOR(ISVAB)

      DO 40 IELEM=1,NELEM
      DO 40 IEVAB=1,NEVAB
40    ELOAD(IELEM,IEVAB)=TLOAD(IELEM,IEVAB)-ELOAD(IELEM,IEVAB)

       WRITE(*,*)RESID,RETOT,'RESID,RETOT'
      RATIO=100.0*SQRT(RESID/RETOT)
      IF(RATIO.GT.TOLER) NCHEK=1
      IF(IITER.EQ.1) GO TO 50
      IF(RATIO.GT.PVALU) NCHEK=999
50    PVALU=RATIO
      WRITE(6,900) IITER,NCHEK,RATIO
900   FORMAT(5X,'ITERATION NMBER=',I5,/
     & 5X,'CONVERGENCE CODE=',
     1       I4,3X,'NORM OF RESIDUAL SUM RATIO=',E14.6)
	 
      RETURN
	END

      SUBROUTINE MONITR
	INCLUDE 'COMTM.H'
	     
	NCHEK=0
      RCURR=0.0
      DO 10 IPOIN=1,NPOIN
10    RCURR=RCURR+TDISP(IPOIN,1)*TDISP(IPOIN,1)
      IF(IITER.EQ.1) RINTL=RCURR
      IF(IITER.EQ.1) NCHEK=1
      IF(IITER.EQ.1) GO TO 20
      RATIO=100.0*SQRT(ABS(RCURR-PVALU))/SQRT(RINTL)
      IF(RATIO.GT.TOLER) NCHEK=1
20    PVALU=RCURR
      WRITE(6,900) NCHEK,RATIO
900   FORMAT(5X,'CNVERGENCE CODE=',I4,3X,'NORM OF 
     1            RESIDUAL SUM RATIO=',E14.6)
	RETURN
      END


      SUBROUTINE RESULT
	INCLUDE 'COMTM.H'
	      
	IF(NDOFN.EQ.1) WRITE(6,900)
900   FORMAT(5X,'NODE',4X,'DISPL.',12X,'REACTIONS')
      IF(NDOFN.EQ.2) WRITE(6,910)
910   FORMAT(5X,'NODE',4X,'DISP.',12X,'REACTION',7X,'DISPL.',12X,
     1                        'REACTION')
      DO 10 IPOIN=1,NPOIN
10    WRITE(6,920) IPOIN,(TDISP(IPOIN,IDOFN),TREAC(IPOIN,IDOFN),
     1                IDOFN=1,NDOFN)
920   FORMAT(I10 ,2(E14.6,5X,E14.6))
      IF(NDOFN.EQ.2) WRITE(6,930)
930   FORMAT(2X,'ELEMENT',12X,'STRESSES',12X,'PL.STRAIN')
      IF(NDOFN.EQ.1) WRITE(6,940)
940   FORMAT(2X,'ELEMENT',5X,'STRESSES',5X,'PL.STRAIN')
      DO 20 IELEM=1,NELEM
20    WRITE(6,950) IELEM,(STRES(IELEM,IDOFN),IDOFN=1,NDOFN),
     1                PLAST(IELEM)
950   FORMAT(I10,3E14.6)
      RETURN
      END

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亚洲欧美第一页_禁久久精品乱码_粉嫩av一区二区三区免费野_久草精品视频
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