PROGRAM SET8STAX3D
C=======================================================================
C THREE DIMENSIONAL DATA GENERATING PROGRAM FOR STATICX.FOR
C PROJECT NAME: BEAM000
C BOUNDARY CONDITIONS
C LEFT END: FIXED (EMULATION OF SYMENTRIC BEAM CEMTER)
C RIGHT END: MOMENT IS APPLIED
C ALL OTHERS: NO NORMAL FOECE, NO SHEAR FORCE
C DOMAIN: RECTANGULAR
C ELEMENT: 8-NODED ISOPARAMETRIC HEXA 3D ELEMENT
C DOMAIN DISCRETIZATION: ONE-SIZE ELEMENTS
C EIJI FUKUMORI JUNE 18, 2012
C=======================================================================
IMPLICIT REAL*8 ( A-H , O-Z )
PARAMETER ( ND=8,INTEPT=2,MXE=220000, MXN=400000, MXB=20000 )
PARAMETER (YOUNG=69.D6,POISSON=0.3D0,
* TLX = 20.D0 , TLY = 1.D0 , TLZ = 2.D0 ,
* NEX = 100 , NEY = 4 , NEZ = 8 ,
* DX = TLX/NEX , DY = TLY/NEY, DZ = TLZ/NEZ,
* NDX = NEX+1 , NDY = NEY+1 , NDZ = NEZ+1 )
C=======================================================================
DIMENSION NODEX(MXE,ND),
* XCOORD(MXN), YCOORD(MXN) ,ZCOORD(MXN),
* IBNDFX(MXB), IBNDFY(MXB) ,IBNDFZ(MXB),
* BVX(MXB) , BVY(MXB) ,BVZ(MXB) ,
* IBFORCEX(MXB), IBFORCEY(MXB), IBFORCEZ(MXB),
* BVFORCEX(MXB), BVFORCEY(MXB), BVFORCEZ(MXB)
DIMENSION NEUTRAL(MXN)
CHARACTER INPFILE*13,EXFILE*3
LOGICAL YES
C=======================================================================
DATA INPFILE / 'STATC3D08.DAT' /
C=======================================================================
F(X) = X
G(X) = X
C=======================================================================
C NEZ: NEMBER OF VERTICAL ELEMENTS (NUMBER OF NODES: NEZ+1)
C NEY: NEMBER OF DEPTH ELEMENTS (NUMBER OF NODES: NEY+1)
C NEX: NEMBER OF HORIZONTAL ELEMENTS (NUMBER OF NODES: NEX+1)
C=======================================================================
WRITE (*,*)' YOUNG MODULUS = ',YOUNG
WRITE (*,*)' POISSON RATIO = ',POISSON
C=======================================================================
C ELEMENT CREATION
NE = 0
DO I = 1 , NEX
DO K = 1 , NEZ
DO J = 1 , NEY
NE = NE + 1
IF ( NE .GT. MXE ) STOP 'NE > MXE'
NODEX(NE,1) = (I-1)*NDY*NDZ + (K-1)*NDY + J
NODEX(NE,2) = NODEX(NE,1) + NDY*NDZ
NODEX(NE,3) = NODEX(NE,2) + 1
NODEX(NE,4) = NODEX(NE,1) + 1
NODEX(NE,5) = NODEX(NE,1) + NDY
NODEX(NE,6) = NODEX(NE,5) + NDY*NDZ
NODEX(NE,7) = NODEX(NE,6) + 1
NODEX(NE,8) = NODEX(NE,5) + 1
END DO
END DO
END DO
WRITE (*,*) 'NUMBER OF ELEMENTS =', NE
C=======================================================================
C--------0---------0---------0---------0---------0---------0---------0--
C NODAL COORDINATE CREATION
NNODE = 0
DO I = 1 , NDX
DO K = 1 , NDZ
DO J = 1 , NDY
NNODE = NNODE + 1
IF ( NNODE .GT. MXN ) STOP 'NNODE > MXN'
XCOORD(NNODE) = (I-1)*DX
YCOORD(NNODE) = (J-1)*DY
ZCOORD(NNODE) = (K-1)*DZ
END DO
END DO
END DO
WRITE (*,*) 'NUMBER OF NODAL POINTS =', NNODE
C=======================================================================
C BOUNDARY CONDITIONS
C==== FIRST KIND
C--------- NAVIER EQUATIONS
NBFX = 0
NBFY = 0
NBFZ = 0
NFORCEX = 0
NFORCEY = 0
NFORCEZ = 0
C-----------------------------------------------
C--------- X DIRECTION ON FACE -X
U0 = 0.
DO K = 1 , NDZ
DO J = 1 , NDY
NBFX = NBFX + 1
IBNDFX(NBFX) = J + (K-1)*NDY
BVX(NBFX) = U0
END DO
END DO
C-----------------------------------------------
C--------- Y DIRECTION ON FACE -X NEUTRAL LINE
DO K = 1 , NDZ
NBFY = NBFY + 1
IBNDFY(NBFY) = NEY/2 + (K-1)*NDY + 1
BVY(NBFY) = 0.D0
END DO
C-----------------------------------------------
C--------- Z DIRECTION ON FACE -X NEUTRAL LINE
DO J = 1 , NDY
NBFZ = NBFZ + 1
IBNDFZ(NBFZ) = NEZ/2*NDY + J
BVY(NBFZ) = 0.D0
END DO
C-----------------------------------------------
C==== SECOND KIND
C--------- FACE OF +X
FORCEINX = 1000.D0
C TIP END LOWER POINT
DO I = 1 , NDY
NFORCEX = NFORCEX + 1
IBFORCEX(NFORCEX) = NDY*NDZ*NEX + I
IF ( I .EQ. 1 .OR. I .EQ. NDY ) THEN
BVFORCEX(NFORCEX) = FORCEINX*DY/2.D0
ELSE
BVFORCEX(NFORCEX) = FORCEINX*DY
END IF
END DO
C TIP END UPPER POINT
FORCEINX = -1000.D0
DO I = 1 , NDY
NFORCEX = NFORCEX + 1
IBFORCEX(NFORCEX) = NDY*NDZ*NDX - NDY + I
IF ( I .EQ. 1 .OR. I .EQ. NDY ) THEN
BVFORCEX(NFORCEX) = FORCEINX*DY/2.D0
ELSE
BVFORCEX(NFORCEX) = FORCEINX*DY
END IF
END DO
C=======================================================================
C DATA FILE INQUIRY
EXFILE = 'NEW'
INQUIRE ( FILE = INPFILE, EXIST = YES )
IF ( YES ) EXFILE='OLD'
C=======================================================================
C CREATING DATA FILES
C---------- PARAMETERS
OPEN ( 1, FILE=INPFILE, STATUS = EXFILE )
WRITE(1,*) YOUNG , POISSON
C---------- ELEMENTS
WRITE(1,*) NE
DO I = 1 , NE
WRITE (1,*) I, (NODEX(I,J), J = 1 , ND )
END DO
C---------- COORDINATES OF NONAL POINTS
WRITE(1,*) NNODE
DO I = 1 , NNODE
WRITE(1,*) I,XCOORD(I), YCOORD(I), ZCOORD(I)
END DO
C--------- BOUNDARY CONDITIONS
C---------- DIRICHLET TYPE BOUNDARY CONDITIONS
WRITE(1,*) NBFX
DO I = 1 , NBFX
WRITE (1,*) IBNDFX(I), BVX(I)
END DO
WRITE(1,*) NBFY
DO I = 1 , NBFY
WRITE (1,*) IBNDFY(I), BVY(I)
END DO
WRITE(1,*) NBFZ
DO I = 1 , NBFZ
WRITE (1,*) IBNDFZ(I), BVZ(I)
END DO
C---------- NUEMANN TYPE BOUNDARY CONDITIONS
WRITE(1,*) NFORCEX
IF ( NFORCEX .GT. 0 ) THEN
DO I = 1 , NFORCEX
WRITE(1,*) IBFORCEX(I), BVFORCEX(I)
END DO
ENDIF
WRITE(1,*) NFORCEY
IF ( NFORCEY .GT. 0 ) THEN
DO I = 1 , NFORCEY
WRITE(1,*) IBFORCEY(I), BVFORCEY(I)
END DO
ENDIF
WRITE(1,*) NFORCEZ
IF ( NFORCEZ .GT. 0 ) THEN
DO I = 1 , NFORCEZ
WRITE(1,*) IBFORCEZ(I), BVFORCEZ(I)
END DO
ENDIF
C---------- FINAL
CLOSE (1)
C---------- ELEMENT DRAWING
C OPEN ( 1, FILE='ELEMENT.DAT', STATUS = 'UNKNOWN')
C DO I = 1, NE
C DO J = 1 , ND
C WRITE (1,*) XCOORD(NODEX(I,J)), YCOORD(NODEX(I,J))
C END DO
C WRITE (1,*) XCOORD(NODEX(I,1)), YCOORD(NODEX(I,1))
C WRITE (1,*)
C END DO
C CLOSE (1)
C---------- NEUTRAL NODAL NUMBERS
C NODEL NUMBERS ALONG NEUTRAL LINE OF BEAM
NNEUT = 1
NEUTRAL(NNEUT) = NEZ/2*NDY + NEY/2 + 1
DO I = 1 , NEX
NNEUT = NNEUT + 1
NEUTRAL(NNEUT) = NEUTRAL(NNEUT-1) + NDY*NDZ
END DO
C
OPEN ( 1, FILE='NEUTRAL.DAT', STATUS = 'UNKNOWN')
WRITE (1,*) NNEUT
DO I = 1 , NNEUT
WRITE (1,*) NEUTRAL(I)
END DO
CLOSE (1)
C=======================================================================
CALL BANDWID ( ND, MXE, NE, NODEX , NBW )
C------ CREATION OF PARAMETER FILE TO BE USED IN INCLUDE STATEMENT
OPEN ( 1, FILE='PARAM.DAT', STATUS='UNKNOWN' )
WRITE (1,*) ' PARAMETER ( ND=',ND,' )'
WRITE (1,*) ' PARAMETER ( INTEPT=',INTEPT,')'
WRITE (1,*) ' PARAMETER ( MXE=',NE,')'
WRITE (1,*) ' PARAMETER ( MXN=',NNODE,')'
WRITE (1,*) ' PARAMETER ( MXW=',NBW,')'
WRITE (1,*) ' PARAMETER ( MXB=',NBFX+NBFY+NBFZ,' )'
CLOSE (1)
STOP 'NORMAL TERMINATION'
END
C
C
SUBROUTINE BANDWID ( ND, MXE, NE, NODEX , NBW )
IMPLICIT REAL*8 ( A-H , O-Z )
DIMENSION NODEX(MXE,ND)
NBW = 0
DO I = 1 , NE
DO J = 1 , ND-1
DO K = J+1 , ND
NBW = MAX0(NBW,IABS(NODEX(I,J)-NODEX(I,K)))
END DO
END DO
END DO
NBW = NBW + 1
WRITE(*,*) 'HALF BANDWIDTH + 1 =', NBW
RETURN
END