lce16q.F File Reference

#include "implicit_f.inc"
#include "com04_c.inc"
#include "units_c.inc"
#include "scr03_c.inc"
#include "param_c.inc"
#include "titr_c.inc"

Go to the source code of this file.

Functions/Subroutines
subroutine	lce16q3 (ixq, isel, pm, ipoint, itab, itabm1, icode, ipartq, igrquad, ipm, igeo)

Function/Subroutine Documentation

lce16q3()

subroutine lce16q3	(	integer, dimension(nixq,numelq)	ixq,
		integer, dimension(*)	isel,
			pm,
		integer, dimension(2,*)	ipoint,
		integer, dimension(*)	itab,
		integer, dimension(*)	itabm1,
		integer, dimension(*)	icode,
		integer, dimension(*)	ipartq,
		type (group_), dimension(ngrquad)	igrquad,
		integer, dimension(npropmi,nummat)	ipm,
		integer, dimension(npropgi,numgeo)	igeo )

Definition at line 32 of file lce16q.F.

C--------------------------------------------------------
C     LECTURE DES ELEMENTS 2D
C     VERSION NUMEROTATION DES NOEUDS LIBRE/MARS 90/DIM
C     LECTURE FORMAT IDENTIQUE AUX COQUES
C-----------------------------------------------
C   M o d u l e s
C-----------------------------------------------
      USE groupdef_mod
C-----------------------------------------------
C   I m p l i c i t   T y p e s
C-----------------------------------------------
#include      "implicit_f.inc"
C-----------------------------------------------
C   C o m m o n   B l o c k s
C-----------------------------------------------
#include      "com04_c.inc"
#include      "units_c.inc"
#include      "scr03_c.inc"
#include      "param_c.inc"
#include      "titr_c.inc"
C-----------------------------------------------
C   D u m m y   A r g u m e n t s
C-----------------------------------------------
      INTEGER IXQ(NIXQ,NUMELQ), ISEL(*), IPOINT(2,*), ITAB(*),
     .    ITABM1(*), ICODE(*),IPARTQ(*),
     .    IPM(NPROPMI,NUMMAT),IGEO(NPROPGI,NUMGEO)
      my_real pm(npropm,nummat)
C-----------------------------------------------
      TYPE (GROUP_)  ,DIMENSION(NGRQUAD)  :: IGRQUAD
C-----------------------------------------------
C   L o c a l   V a r i a b l e s
C-----------------------------------------------
      INTEGER I, J, MT, MLAW, JTUR, ICODT, I1, I2, INEW
      INTEGER IC,IC1,IC2,IC3,IC4,MID,PID
      CHARACTER MESS*40, MESS2*40
C-----------------------------------------------
C   E x t e r n a l   F u n c t i o n s
C-----------------------------------------------
      INTEGER USR2SYS
      DATA mess/'2D SOLID ELEMENTS DEFINITION            '/
      DATA mess2/'2D SOLID ELEMENTS SELECTION FOR TH PLOT '/
C
C----------------------------------------------------
C     DETECTION DES ELEMENTS LOIS 6 PAROI---->LOI 17
C----------------------------------------------------
C      LOI 17 SI LA BCS EST  011  OU 111
      DO i=1,numelq
          mt=ixq(1,i)
          mlaw=nint(pm(19,mt))
          jtur=nint(pm(70,mt))
          DO j=2,5
           IF((mlaw==6.AND.jtur/=0) .OR. mlaw==46)THEN
            ic=icode(ixq(j,i))
            ic1=ic/512
            ic2=(ic-512*ic1)/64
            ic3=(ic-512*ic1-64*ic2)/8
            ic4=(ic-512*ic1-64*ic2-8*ic3)
            IF(ic1==3.OR.ic1==7.OR.ic4==3.OR.ic4==7)
     .        ixq(1,i)=-iabs(ixq(1,i))
           ENDIF
          ENDDO
      ENDDO
C----------------------------------------------------
C     CLASSEMENT DES ELEMENTS PAR LOI DE MATERIAU
C----------------------------------------------------
      CALL reordr(ixq   ,nixq   ,numelq ,pm     ,ipoint ,
     .            ipartq,ngrquad,igrquad,nummat)
C
      i1=1
      i2=min0(50,numelq)
C
      IF(ipri>=5)THEN
       WRITE (iout,'(//A//)') titre(206)
   90  WRITE (iout,'(//A/A//A/)')titre(100),titre(101),titre(102)
       DO 100 i=i1,i2
       inew=ipoint(1,i)
       IF(inew < 1)cycle
       IF(ixq(1,inew)<1)cycle
       mid =ipm(1,ixq(1,inew))
       pid =igeo(1,ixq(6,inew))
  100  WRITE (iout,'(8I10)')ixq(nixq,inew),inew,mid,pid,(itab(ixq(j,inew)),j=2,5)
       IF(i2==numelq)GOTO 200
       i1=i1+50
       i2=min0(i2+50,numelq)
       GOTO 90
      ENDIF
C
 200  CONTINUE
C
      RETURN