TALK=F;RUN( 1, 1)
************************************************************
Q1 created by VDI menu, Version 2007, Date 16/01/07
CPVNAM=VDI;SPPNAM=Core
************************************************************
Echo DISPLAY / USE settings
DISPLAY
A rectangular plate of dimensions LX * LY is
* held fixed along its north and west edges
* subjected to uniform tension along its south edge
* allowed to contract freely along its east edge
* in case 1 (plane stress) allowed to contract freely in the
z-direction
* in case 2 (plane strain) prevented from contracting in the
z-direction.
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
cl
msg x-displacement fields
gr ou z 1
cont DISX z 1 fil;.0001
SET VEC COMP - - -
SET VEC COMP DISX DISY -
VECT IZ 1 SH DASH 0
dump
S204_U
pause
cl
msg y-displacement fields
gr ou z 1
cont DISY z 1 fil;.0001
vec z 1 co 1
dump
S204_V
pause
cl
msg x-direction strain fields
msg of interest only for casenos 3 and 4
gr ou z 1
cont epsx z 1 fil;.0001
pause
cl
msg y-direction strain fields
msg of interest only for casenos 3 and 4
gr ou z 1
cont epsy z 1 fil;.0001
pause
cl
msg shear-stress fields
msg of interest only for casenos 3 and 4
gr ou z 1
cont stxy z 1 fil;.0001
ENDUSE
************************************************************
IRUNN = 1 ;LIBREF = 605
************************************************************
Group 1. Run Title
TEXT(2D xy plate in y-direction tension; S605 )
************************************************************
Group 2. Transience
STEADY = T
************************************************************
Groups 3, 4, 5 Grid Information
* Overall number of cells, RSET(M,NX,NY,NZ,tolerance)
RSET(M,16,16,1,1.000000E-05)
************************************************************
Group 6. Body-Fitted coordinates
************************************************************
Group 7. Variables: STOREd,SOLVEd,NAMEd
ONEPHS = T
* Non-default variable names
NAME(137) =DISY ; NAME(138) =DISX
NAME(139) =V1/T ; NAME(140) =U1/T
NAME(141) =V1T ; NAME(142) =U1T
NAME(143) =EPSZ ; NAME(144) =EPSX
NAME(145) =EPSY ; NAME(146) =STXY
NAME(147) =STRZ ; NAME(148) =STRY
NAME(149) =STRX ; NAME(150) =PRPS
* Solved variables list
SOLVE(DISY,DISX)
* Stored variables list
STORE(PRPS,STRX,STRY,STRZ,STXY,EPSY,EPSX,EPSZ)
STORE(U1T ,V1T ,U1/T,V1/T)
************************************************************
Echo InForm settings for Group 7
inform7begin
***** SELECT CASENO ******
integer(caseno)
caseno = 1 : z free
caseno = 2 : z fixed
caseno=2
***** CASENO ******
real(CEPSX,CEPSY,CEPS)
REAL(FY,POISSON,YOUNG)
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
REAL(LX,LY)
LX=90.e-3
LY=120.e-3
FY= -40.0e6 ! H/m^2 = 40 N/mm^2
IF(CASENO.EQ.2) THEN
CEPSX = FY/YOUNG*(1+POISSON)*POISSON
CEPSY = -FY/YOUNG*(1-POISSON**2)
ELSE
CEPSX = FY/YOUNG*POISSON
CEPSY = -FY/YOUNG
ENDIF
**** CALCULATE analytical solution ***
(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))
inform7end
************************************************************
Group 8. Terms & Devices
************************************************************
Group 9. Properties
* Domain material index is 160 signifying:
* NOTSET
SETPRPS(1,160,Q1)
ENUT = 0.000000E+00
DRH1DP = 5.000000E-12
DVO1DT = 1.000000E-05
* List of user-defined materials to be read by EARTH
MATFLG=T;IMAT=1
* Name
*Ind. Dens. Viscos. Spec.heat Conduct. Expans. Compr.
*
160 7800.0 0.3 473.0 43.0 1.0E-5 0.5E-11
************************************************************
Group 10.Inter-Phase Transfer Processes
************************************************************
Group 11.Initialise Var/Porosity Fields
FIINIT(DISY) = 0.000000E+00 ;FIINIT(DISX) = 0.000000E+00
FIINIT(V1/T) = 1.001000E-10 ;FIINIT(U1/T) = 1.001000E-10
FIINIT(V1T ) = 1.001000E-10 ;FIINIT(U1T ) = 1.001000E-10
FIINIT(EPSZ) = 1.001000E-10 ;FIINIT(EPSX) = 1.001000E-10
FIINIT(EPSY) = 1.001000E-10 ;FIINIT(STXY) = 1.001000E-10
FIINIT(STRZ) = 1.001000E-10 ;FIINIT(STRY) = 1.001000E-10
FIINIT(STRX) = 1.001000E-10 ;FIINIT(PRPS) = 1.600000E+02
INIADD = F
************************************************************
Echo InForm settings for Group 11
************************************************************
Group 12. Convection and diffusion adjustments
No PATCHes used for this Group
************************************************************
Group 13. Boundary & Special Sources
PATCH (UP ,NWALL ,1,0,0,0,0,0,1,1)
COVAL (UP ,DISY, 1.000000E+00, 0.000000E+00)
PATCH (FORS01 ,SOUTH ,2,0,0,0,0,0,1,1)
PATCH (AXESZZ ,WWALL ,3,0,0,0,0,0,1,1)
COVAL (AXESZZ ,DISX, 1.000000E+00, 0.000000E+00)
EGWF = T
************************************************************
Echo InForm settings for Group 13
inform13begin
(SOURCE of DISY at FORS01 is COVAL(FIXFLU,:FY:))
inform13end
************************************************************
Group 14. Downstream Pressure For PARAB
************************************************************
Group 15. Terminate Sweeps
LSWEEP = 400
RESFAC = 1.000000E-07
************************************************************
Group 16. Terminate Iterations
************************************************************
Group 17. Relaxation
************************************************************
Group 18. Limits
************************************************************
Group 19. EARTH Calls To GROUND Station
USEGRD = T ;USEGRX = T
STRA = T
ASAP = T
PARSOL = F
ISG21 = 400
ISG50 = 1
ISG52 = 1
CSG10 ='q1'
SPEDAT(SET,BOUNDARY,ZCONST,R,1.00000E+20)
************************************************************
Echo InForm settings for Group 19
inform19begin
IF(CASENO.EQ.2) THEN
SPEDAT(BOUNDARY,ZCONST,R,1.e20) ! z contraction prevented
ELSE
SPEDAT(BOUNDARY,ZCONST,R,0.0) ! z contraction allowed
ENDIF
inform19end
************************************************************
Group 20. Preliminary Printout
ECHO = T
************************************************************
Group 21. Print-out of Variables
************************************************************
Group 22. Monitor Print-Out
IXMON = 14 ;IYMON = 2 ;IZMON = 1
NPRMON = 100000
NPRMNT = 1
TSTSWP = -1
************************************************************
Group 23.Field Print-Out & Plot Control
NPRINT = 100000
NXPRIN = 2
NYPRIN = 2
ISWPRF = 1 ;ISWPRL = 100000
No PATCHes used for this Group
************************************************************
Group 24. Dumps For Restarts
GVIEW(P,0.000000E+00,0.000000E+00,1.000000E+00)
GVIEW(UP,0.000000E+00,1.000000E+00,0.000000E+00)
> DOM, SIZE, 9.000000E-02, 1.200000E-01, 1.000000E-03
> DOM, MONIT, 7.593750E-02, 1.125000E-02, 5.000000E-04
> DOM, SCALE, 1.000000E+00, 1.000000E+00, 1.000000E+00
> DOM, SNAPSIZE, 1.000000E-02
> GRID, RSET_X_1, 16, 1.000000E+00
> GRID, RSET_Y_1, 8, 1.000000E+00
> GRID, RSET_Y_2, 8, 1.000000E+00
> GRID, RSET_Z_1, 1, 1.000000E+00
> OBJ, NAME, UP
> OBJ, POSITION, 0.000000E+00, 1.200000E-01, 0.000000E+00
> OBJ, SIZE, 9.000000E-02, 0.000000E+00, 1.000000E-03
> OBJ, GEOMETRY, default
> OBJ, ROTATION24, 1
> OBJ, TYPE, USER_DEFINED
> OBJ, NAME, FORS01
> OBJ, POSITION, 0.000000E+00, 0.000000E+00, 0.000000E+00
> OBJ, SIZE, 9.000000E-02, 0.000000E+00, 1.000000E-03
> OBJ, GEOMETRY, default
> OBJ, ROTATION24, 1
> OBJ, TYPE, USER_DEFINED
> OBJ, NAME, AXESZZ
> OBJ, POSITION, 0.000000E+00, 0.000000E+00, 0.000000E+00
> OBJ, SIZE, 0.000000E+00, 1.200000E-01, 1.000000E-03
> OBJ, GEOMETRY, default
> OBJ, ROTATION24, 1
> OBJ, TYPE, USER_DEFINED
************************************************************
STOP