TALK=f;RUN(1,1)
DISPLAY
A rectangular block of dimensions LX * LY * LZ is
* held fixed at it north, west and low faces
* subjected to uniform compression at its south face
* allowed to contract freely along its east and high faces
The distributions of displacement in the xy plane are computed,
and also the corresponding stresses and strains in all three
directions.
A uniform cartesian grid is used.
The computed results are compared with the analytically-derived
values.
ENDDIS
photon use
p;;;;
set prop off
con disy x 10 y 1 10 z 1 10 fi;0.001
con disy y 10 x 1 10 z 1 10 fi;0.001
con disy z 10 y 1 10 x 1 10 fi;0.001
pause
con disx x 10 y 1 10 z 1 10 fi;0.001
con disx y 10 x 1 10 z 1 10 fi;0.001
con disx z 10 y 1 10 x 1 10 fi;0.001
enduse
************************************************************
Group 1. Run Title and Number
************************************************************
TEXT(3D block in y-direction compression
Declarations and settings
REAL(FY,LX,LY,LZ,POISSON,YOUNG)
FY= 40.0e6 ! H/m^2 = 40 N/mm^2
LX=90.e-3
LZ=90.e-3
LY=120.e-3
YOUNG = 1/0.5E-11 ! Young's modulus used for exact solutions
POISSON=0.3 ! Poisson's ratio used for exact solutions
! The above must correspond to the data
! below MATFLG, which the simulation uses.
INTEGER(NXBODY,NYBODY,NZBODY)
************************************************************
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
NZBODY = 10
GRDPWR(Z,NZBODY,LZ,1)
************************************************************
Group 7. Variables: STOREd,SOLVEd,NAMEd
ONEPHS = T
SOLVE(DISX,DISY,DISZ)
SOLUTN(DISX ,Y,Y,Y,N,N,Y)
SOLUTN(DISY ,Y,Y,Y,N,N,Y)
SOLUTN(DISZ ,Y,Y,Y,N,N,Y)
STORE(PRPS,DRH1,VISL)
STORE(STRX,STRY,STRZ,STXY,STXZ,STYZ)
STORE(EPSY,EPSX,EPSZ)
STORE(U1T,V1T,W1T,U1/T,V1/T,W1/T)
************************************************************
GROUP 8. ITERATION NUMBERS ETC
************************************************************
GROUP 9. PROPERTIES
CSG10='Q1' ! material properties
MATFLG=T;NMAT=1
160 7800.0 0.3 473.0 43.0 1.0e-5 0.5e-11
************************************************************
GROUP 11. INITIAL VALUES
fiinit(disx)=0.0
fiinit(disy)=0.0
fiinit(disz)=0.0
FIINIT(PRPS)=160
************************************************************
GROUP 13. BOUNDARY & SPECIAL SOURCES
PATCH(UP,NWALL,1,NX,NY,NY,1,NZ,1,1) ! north face fixed
COVAL(UP,disy,1,0.0)
PATCH(FORs01,SOUTH,1,NX,1,1,1,NZ,1,1) ! south face compressed
COVAL(FORs01,disy,FIXFLU,FY)
PATCH(AXESXX,WWALL,1,1,1,NY,1,NZ,1,1) ! west face fixed
COVAL(AXESXX,disx,1,0.0)
PATCH(AXESZZ,LWALL,1,NX,1,NY,1,1,1,1) ! low face fixed
COVAL(AXESZZ,disz,1,0.0)
************************************************************
GROUP 15. TERMINATE SWEEPS
LSWEEP = 100
ISG21=LSWEEP
************************************************************
GROUP 17. RELAXATION
************************************************************
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
IXMON = NX-2
IYMON = 2
IZMON = NZ-2
#maxmin
#endpause
#$s003
output(prps,n,n,n,n,n,n)
output(drh1,n,n,n,n,n,n)
output(visl,n,n,n,n,n,n)
inform7begin
real(CEPSX,CEPSY,CEPSZ,CEPS,DDZZ)
DDZZ = LZ/NZBODY
CEPSX = FY/YOUNG*POISSON
CEPSY = -FY/YOUNG
CEPSZ = CEPSX
CEPS = CEPSX+CEPSY+CEPSZ
CEPSX
CEPSY
CEPSZ
CEPS
**** CALCULATE analytical solution ***
(STORED VAR W1T IS :CEPSZ:*ZG)
(STORED VAR U1T IS :CEPSX:*XG)
(STORED VAR V1T IS :CEPSY:*(YG -:LY:))
(STORED VAR U1/T IS disx/(U1T+1.e-20))
(STORED VAR V1/T IS disy/(V1T+1.e-20))
(STORED VAR W1/T IS disz/(W1T+1.e-20))
inform7end
STOP