TALK=F;RUN( 1, 1)
 
 ************************************************************
   Q1 created by VDI menu, Version 2009, Date 17/02/09
 CPVNAM=VDI;SPPNAM=Core
 ************************************************************
  Echo DISPLAY / USE settings
  DISPLAY
  A rectangular plate with a centrally-placed square hole is
  extended by uniform equal forces on its upper and lower
  surfaces, which are allowed to distort.
  By reason of symmetry, only one quarter of the plate is analysed.
 
  Displacements in the third (z) dimension are prevented. The
  problem is therefore one of plane strain.
 
  No analytical solution exists; but the computed displacements,
  strains and stresses are in close agreement with those computed
  by the finite-element code ELCUT.
  ENDDIS
 ************************************************************
 IRUNN = 1 ;LIBREF = 3
 ************************************************************
  Group 1. Run Title
 TEXT(USP: 2D xy Plate with square hole)
 ************************************************************
  Group 2. Transience
 STEADY = T
 ************************************************************
  Groups 3, 4, 5  Grid Information
    * Overall number of cells, RSET(M,NX,NY,NZ,tolerance)
 RSET(M,7,7,1,1.0E-05)
 ************************************************************
  Group 6. Body-Fitted coordinates
 ************************************************************
  Group 7. Variables: STOREd,SOLVEd,NAMEd
    * Non-default variable names
 NAME(140)=VISL ;NAME(141)=DRH1
 NAME(142)=STXY ;NAME(143)=EPSZ
 NAME(144)=EPSX ;NAME(145)=EPSY
 NAME(146)=STRY ;NAME(147)=STRX
 NAME(148)=PRPS ;NAME(149)=DISY
 NAME(150) =DISX
    * Solved variables list
 SOLVE(DISY,DISX)
    * Stored variables list
 STORE(PRPS,STRX,STRY,EPSY,EPSX,EPSZ,STXY,DRH1)
 STORE(VISL)
    * Additional solver options
 SOLUTN(DISY,Y,Y,Y,N,N,Y)
 SOLUTN(DISX,Y,Y,Y,N,N,Y)
 
 ************************************************************
  Group 8. Terms & Devices
 TERMS (DISY,N,N,Y,N,Y,N)
 TERMS (DISX,N,N,Y,N,Y,N)
 USP = T ; USPDBG= F
 UTCPLT = T ; USPIMB= F
 UAUTO = T ; UGTGRD= F
 USPVTK = T ; USPTER= F
 USCANX = T ; USCANY= T
 USCANZ = T
 MXLEV = 0 ;MYLEV = 0 ;MZLEV = 0
 DOMAT = -1
 CELLST = 10 ; FACEST= 10
 MINPRP = -1 ; MAXPRP= 250
 UMXLEV = 3 ; UMXCLS= 10000
 UNOLAY = 2 ; UIOLEV= 1
 UWALEV = 2 ; UGRITR= 2
 UMXCRS = 16
 USPREL =0.7 ; UMNCEL=1.
 UDVREL =1.
 ************************************************************
  Group 9. Properties
    * Domain material index is 160 signifying:
    * NOTSET
 SETPRPS(1,160,Q1)
 ENUT =0.
 DRH1DP =5.0E-12
 DVO1DT =1.0E-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(VISL)=1.001E-10 ;FIINIT(DRH1)=1.001E-10
 FIINIT(STXY)=1.001E-10 ;FIINIT(EPSZ)=1.001E-10
 FIINIT(EPSX)=1.001E-10 ;FIINIT(EPSY)=1.001E-10
 FIINIT(STRY)=1.001E-10 ;FIINIT(STRX)=1.001E-10
 FIINIT(PRPS)=160. ;FIINIT(DISY)=0.
 FIINIT(DISX)=0.
   No PATCHes used for this Group
 
 
 INIADD = F
 ************************************************************
  Group 12. Convection and diffusion adjustments
   No PATCHes used for this Group
 ************************************************************
  Group 13. Boundary & Special Sources
   No PATCHes used for this Group
    SAVE13BEGIN
 (SOURCE DISY at UP is COVAL(1,0)!VOLU)
 (SOURCE DISX at AXESZZ is COVAL(1,0)!VOLU)
 (SOURCE DISY at FORZ01 is COVAL(FIXFLU,-4.0e+7)!VOLU)
   SAVE13END

 EGWF = T
 ************************************************************
  Group 14. Downstream Pressure For PARAB
 ************************************************************
  Group 15. Terminate Sweeps
 LSWEEP = 100
 RESFAC =1.0E-03
 ************************************************************
  Group 16. Terminate Iterations
 LITER(DISY)=50 ;LITER(DISX)=50
 ************************************************************
  Group 17. Relaxation
 ************************************************************
  Group 18. Limits
 ************************************************************
  Group 19. EARTH Calls To GROUND Station
 STRA = T
 ISG21 = 100
       ISG50 = 1
 ISG52 = 3
 CSG10   ='q1'
 SPEDAT(SET,BOUNDARY,ZCONST,R,1.0E+20)
 ************************************************************
  Group 20. Preliminary Printout
 ************************************************************
  Group 21. Print-out of Variables
 DISTIL=T
 EX(DISX)=   4.390E-06
 EX(DISY)=   1.746E-05
 EX(STXY)=   5.053E+06
 EX(EPSZ)=   0.000E+00
 EX(EPSX)=   9.851E-05
 EX(EPSY)=   2.081E-04
 EX(STRY)=   4.478E+07
 EX(STRX)=   9.358E+06

 ************************************************************
  Group 22. Monitor Print-Out
 IXMON = 7 ;IYMON = 1 ;IZMON = 1
 NPRMON = 100000
 NPRMNT = 1
 TSTSWP = -1
 ************************************************************
  Group 23.Field Print-Out & Plot Control
 NPRINT = 100000
 ISWPRF = 1 ;ISWPRL = 100000
   No PATCHes used for this Group
 ************************************************************
  Group 24. Dumps For Restarts
 
 GVIEW(P,0.023095,0.148834,0.988593)
 GVIEW(UP,-0.138978,0.979733,-0.144253)
 
> DOM,    SIZE,        9.000000E-02, 1.200000E-01, 1.000000E-02
> DOM,    MONIT,       7.928572E-02, 6.428572E-03, 5.000000E-04
> DOM,    SCALE,       1.000000E+00, 1.000000E+00, 1.000000E+00
> DOM,    INCREMENT,   1.000000E-04, 1.000000E-03, 1.000000E-06
> GRID,   RSET_X_1,      7, 1.000000E+00
> GRID,   RSET_Y_1,      7, 1.000000E+00
> GRID,   RSET_Z_1,      1, 1.000000E+00
 
> OBJ,    NAME,        FLOW1
> OBJ,    POSITION,    0.000000E+00, 9.000000E-02, 0.000000E+00
> OBJ,    SIZE,        3.000000E-02, 3.000000E-02, 1.000000E-02
> OBJ,    GEOMETRY,    cube14
> OBJ,    GRID,        NO
> OBJ,    TYPE,        BLOCKAGE
> OBJ,    MATERIAL,    198,Solid with smooth-wall friction
 
> OBJ,    NAME,        UP
> OBJ,    POSITION,    0.000000E+00, 1.200000E-01, 0.000000E+00
> OBJ,    SIZE,        9.000000E-02, 0.000000E+00, 1.000000E-02
> OBJ,    GEOMETRY,    cube11
> OBJ,    TYPE,        PLATE
 
> OBJ,    NAME,        FORZ01
> OBJ,    POSITION,    0.000000E+00, 0.000000E+00, 0.000000E+00
> OBJ,    SIZE,        9.000000E-02, 0.000000E+00, 1.000000E-02
> OBJ,    GEOMETRY,    cube11
> OBJ,    TYPE,        PLATE
 
> OBJ,    NAME,        AXESZZ
> OBJ,    POSITION,    0.000000E+00, 0.000000E+00, 0.000000E+00
> OBJ,    SIZE,        0.000000E+00, 1.200000E-01, 1.000000E-02
> OBJ,    GEOMETRY,    cube11
> OBJ,    TYPE,        PLATE
 ************************************************************
STOP