PERFORM A STATIC ANALYSIS
THIS WILL BE A NEW ANALYSIS
LARGE DEFORMATION ANALYSIS
USE PRECONDITIONED CONJUGATE GRADIENT SOLVER
CONVERGENCE TOLERANCE = 1.00000E-08
MAXIMUM ITERATION = NumNode*DofPerNode* 1.0000
MEMORY SAVING OPTION TURNED ON FOR PCG SOLVER
CONTACT INFORMATION PRINTOUT LEVEL 1
NLDIAG: Nonlinear diagnostics CONT option is set to ON.
Writing frequency : each ITERATION.
DEFINE RESTART CONTROL FOR LOADSTEP LAST
AT FREQUENCY OF LAST AND NUMBER FOR OVERWRITE IS 0
DELETE RESTART FILES OF ENDSTEP
****************************************************
******************* SOLVE FOR LS 1 ****************
SELECT FOR ITEM=TYPE COMPONENT=
IN RANGE 24 TO 24 STEP 1
2117 ELEMENTS (OF 1712289 DEFINED) SELECTED BY ESEL COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
4814 NODES (OF 1485655 DEFINED) SELECTED FROM
2117 SELECTED ELEMENTS BY NSLE COMMAND.
GENERATE SURFACE LOAD PRES ON SURFACE DEFINED BY ALL SELECTED NODES
SET ACCORDING TO TABLE PARAMETER = _LOADVARI18224
NUMBER OF PRES ELEMENT FACE LOADS STORED = 2117
ALL SELECT FOR ITEM=NODE COMPONENT=
IN RANGE 1 TO 1485655 STEP 1
1485655 NODES (OF 1485655 DEFINED) SELECTED BY NSEL COMMAND.
ALL SELECT FOR ITEM=ELEM COMPONENT=
IN RANGE 1 TO 1712289 STEP 1
1712289 ELEMENTS (OF 1712289 DEFINED) SELECTED BY ESEL COMMAND.
*********** Create Acceleration ***********
SET PARAMETER DIMENSIONS ON _ACELX TYPE=TABL DIMENSIONS= 2 1 1
TIME
PARAMETER _ACELX(1,0,1) = 0.000000000
PARAMETER _ACELX(2,0,1) = 1.000000000
PARAMETER _ACELX(1,1,1) = 0.000000000
PARAMETER _ACELX(2,1,1) = 0.000000000
SET PARAMETER DIMENSIONS ON _ACELY TYPE=TABL DIMENSIONS= 2 1 1
TIME
PARAMETER _ACELY(1,0,1) = 0.000000000
PARAMETER _ACELY(2,0,1) = 1.000000000
PARAMETER _ACELY(1,1,1) = 0.000000000
PARAMETER _ACELY(2,1,1) = 9806.650000
SET PARAMETER DIMENSIONS ON _ACELZ TYPE=TABL DIMENSIONS= 2 1 1
TIME
PARAMETER _ACELZ(1,0,1) = 0.000000000
PARAMETER _ACELZ(2,0,1) = 1.000000000
PARAMETER _ACELZ(1,1,1) = 0.000000000
PARAMETER _ACELZ(2,1,1) = 0.000000000
ACELX IS SET ACCORDING TO TABLE PARAMETER = _ACELX
ACELY IS SET ACCORDING TO TABLE PARAMETER = _ACELY
ACELZ IS SET ACCORDING TO TABLE PARAMETER = _ACELZ
ALL SELECT FOR ITEM=ELEM COMPONENT=
IN RANGE 1 TO 1712289 STEP 1
1712289 ELEMENTS (OF 1712289 DEFINED) SELECTED BY ESEL COMMAND.
PRINTOUT RESUMED BY /GOP
USE AUTOMATIC TIME STEPPING THIS LOAD STEP
USE 5 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM
FOR AUTOMATIC TIME STEPPING:
USE 1000 SUBSTEPS AS A MAXIMUM
USE 1 SUBSTEPS AS A MINIMUM
TIME= 1.0000
ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE.
WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE
FOR ALL APPLICABLE ENTITIES
WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL