*HEADING
VERIFICATION OF ELEMENTS LOADED WITH VISCOUS PRESSURE. (*DLOAD)
ANALYTICAL RESULTS:
	CPE4R	- 400000
	CPS4R	- 400000
	C3D8R	- 400000
	CPE3	- 400000
	CPS3	- 400000
	C3D4	- 400000
	C3D6	- 400000
	S4R	- 400000
	S3R	- 400000
	M3D4R	- 400000
	M3D3	- 400000
	CAX3	- 28900000
	CAX4R	- 28900000
	SAX1	- 31420000
*NODE,NSET=SAX1
*NODE,NSET=C3D8R
*NODE,NSET=CPE4R
*NODE,NSET=CPS4R
*NODE,NSET=CAX4R
*NODE,NSET=S4R
*NODE,NSET=M3D4R
*NODE,NSET=CPE3
*NODE,NSET=CPS3
*NODE,NSET=C3D4
*NODE,NSET=C3D6
*NODE,NSET=CAX3
*NODE,NSET=S3R
*NODE,NSET=M3D3
*NODE,NSET=CPS6M
*NODE,NSET=CPE6M
*NODE,NSET=CAX6M
*NODE,NSET=C3D10M
**
*ELEMENT,TYPE=CPE4R,ELSET=CPE4R
*ELEMENT,TYPE=CPS4R,ELSET=CPS4R
*ELEMENT,TYPE=CAX4R,ELSET=CAX4R
*ELEMENT,TYPE=C3D8R,ELSET=C3D8R
*ELEMENT,TYPE=S4R,ELSET=S4R
*ELEMENT,TYPE=SAX1,ELSET=SAX1
*ELEMENT,TYPE=M3D4R,ELSET=M3D4R
*ELEMENT,TYPE=CPE3,ELSET=CPE3
*ELEMENT,TYPE=CAX3,ELSET=CAX3
*ELEMENT,TYPE=CPS3,ELSET=CPS3
*ELEMENT,TYPE=C3D4,ELSET=C3D4
*ELEMENT,TYPE=C3D6,ELSET=C3D6
*ELEMENT,TYPE=M3D3,ELSET=M3D3
*ELEMENT,TYPE=S3R,ELSET=S3R
*ELEMENT,TYPE=CPS6M,ELSET=CPS6M
*ELEMENT,TYPE=CPS6M,ELSET=CPE6M
*ELEMENT,TYPE=CAX6M,ELSET=CAX6M
*ELEMENT,TYPE=C3D10M,ELSET=C3D10M
**
*SOLID SECTION,ELSET=C3D8R,MATERIAL=A1ELAS
*SOLID SECTION,ELSET=CPE4R,MATERIAL=A1ELAS
2.0,
*SOLID SECTION,ELSET=CPS4R,MATERIAL=A1ELAS
2.0,
*SHELL SECTION,ELSET=S4R,MATERIAL=A1ELAS,POISSON=0.3
0.2,3
*SHELL SECTION,ELSET=SAX1,MATERIAL=A1ELAS,POISSON=0.3
0.02,3
*SHELL SECTION,ELSET=S3R,MATERIAL=A1ELAS
0.2,3
*SOLID SECTION,ELSET=CAX4R,MATERIAL=A1ELAS
*SOLID SECTION,ELSET=CAX3,MATERIAL=A1ELAS
*SOLID SECTION,ELSET=C3D4,MATERIAL=A1ELAS
*SOLID SECTION,ELSET=C3D6,MATERIAL=A1ELAS
*SOLID SECTION,ELSET=CPE3,MATERIAL=A1ELAS
2.0,
*SOLID SECTION,ELSET=CPS3,MATERIAL=A1ELAS
2.0,
*MEMBRANE SECTION,ELSET=M3D4R,MATERIAL=A1ELAS
0.2,
*MEMBRANE SECTION,ELSET=M3D3,MATERIAL=A1ELAS
0.2,
*SOLID SECTION,ELSET=CPS6M,MATERIAL=A1ELAS
2.0
*SOLID SECTION,ELSET=CPE6M,MATERIAL=A1ELAS
2.0
*SOLID SECTION,ELSET=CAX6M,MATERIAL=A1ELAS
*SOLID SECTION,ELSET=C3D10M,MATERIAL=A1ELAS
**
*MATERIAL,NAME=A1ELAS
*ELASTIC
193.1E9,0.3
*DENSITY
7850,
**
*ELSET,ELSET=VP
S4R,S3R,SAX1,
M3D4R,M3D3
*ELSET,ELSET=VP1
C3D8R,C3D4,C3D6,C3D10M,
CPE4R,CPS4R,CAX4R,
CAX3,CPE3,CPS3,
CPS6M,CPE6M,CAX6M
*ELSET,ELSET=VP2
C3D8R,C3D4,C3D6,C3D10M,
CPE4R,CPS4R,CAX4R,
CAX3,CPE3,CPS3,
CPS6M,CPE6M,CAX6M
*ELSET,ELSET=VP3
C3D8R,C3D4,C3D6,C3D10M,
CPE4R,CPS4R,CAX4R,
CAX3,CPE3,CPS3,
CPS6M,CPE6M,CAX6M
*ELSET,ELSET=VP4
C3D8R,C3D4,C3D6,C3D10M,
CPE4R,CPS4R,CAX4R,
*ELSET,ELSET=VP5
C3D8R,C3D6,
*ELSET,ELSET=VP6
C3D8R,
**
*NSET,NSET=NALL
C3D8R,C3D4,C3D6,C3D10M,
CPE4R,CPS4R,CAX4R,
CAX3,CPE3,CPS3,
CPS6M,CPE6M,CAX6M,
S4R,S3R,SAX1,
M3D4R,M3D3
*NSET,NSET=MOVE1
C3D8R,C3D4,C3D6,C3D10M,
CPE4R,CPS4R,CAX4R,
CAX3,CPE3,CPS3,
CPS6M,CPE6M,CAX6M,
S4R,S3R,SAX1,
M3D4R,M3D3
*NSET,NSET=MOVE2
C3D8R,C3D4,C3D6,C3D10M,
CPE4R,CPS4R,CAX4R,
CAX3,CPE3,CPS3,
CPS6M,CPE6M,CAX6M,
S4R,S3R,SAX1,
M3D4R,M3D3
*NSET,NSET=MOVE3
C3D8R,C3D4,C3D6,C3D10M,
S4R,S3R,
M3D4R,M3D3,
**
*RESTART,TIMEMARKS=YES,WRITE,NUMBER=1
**
*NSET, NSET=QA_TEST_ALLNODES
SAX1, C3D8R, CPE4R, CPS4R
CAX4R, S4R, M3D4R, CPE3
CPS3, C3D4, C3D6, CAX3
S3R, M3D3, CPS6M, CPE6M
CAX6M, C3D10M, NALL, MOVE1
MOVE2, MOVE3
**
*STEP
*DYNAMIC,EXPLICIT
,0.0002
*BOUNDARY,TYPE=VELOCITY
MOVE2,2,2,  0.0
MOVE3,3,3,  0.0
MOVE1,1,1,100.0
**
*DLOAD
 VP, VP,1000.
VP1,VP1,1000.
VP2,VP2,1000.
VP3,VP3,1000.
VP4,VP4,1000.
VP5,VP5,1000.
VP6,VP6,1000.
**
*FILE OUTPUT,NUM=1, TIMEMARKS=YES
*NODE FILE
U,
**
***OUTPUT,HISTORY,TIME INTERVAL=0.0
***NODE OUTPUT,NSET=NALL
**U,RF
***ENERGY OUTPUT
**ALLKE,ALLIE,ALLAE,ALLSE,ALLVD,ALLWK,ETOTAL
*OUTPUT, FIELD, NUMBER INTERVAL=1, TIMEMARKS=YES
*NODE OUTPUT, NSET=QA_TEST_ALLNODES
U,
*OUTPUT,FIELD,VARIABLE=PRESELECT
*OUTPUT,HISTORY,VARIABLE=PRESELECT,TIMEINT=0.0002
*END STEP
*STEP
*DYNAMIC,EXPLICIT
,0.0002
*BOUNDARY,TYPE=VELOCITY
MOVE1,1,1,  0.0
MOVE2,2,2,100.0
MOVE3,3,3,  0.0
*FILE OUTPUT,NUM=1, TIMEMARKS=YES
*NODE FILE
U,
*OUTPUT, FIELD, NUMBER INTERVAL=1, TIMEMARKS=YES
*NODE OUTPUT, NSET=QA_TEST_ALLNODES
U,
*OUTPUT,FIELD,VARIABLE=PRESELECT
*OUTPUT,HISTORY,VARIABLE=PRESELECT,TIMEINT=0.0002
*END STEP
*STEP
*DYNAMIC,EXPLICIT
,0.0002
*BOUNDARY,TYPE=VELOCITY
MOVE1,1,1,  0.0
MOVE2,2,2,  0.0
MOVE3,3,3,100.0
*FILE OUTPUT,NUM=1, TIMEMARKS=YES
*NODE FILE
U,
*OUTPUT, FIELD, NUMBER INTERVAL=1, TIMEMARKS=YES
*NODE OUTPUT, NSET=QA_TEST_ALLNODES
U,
*OUTPUT,FIELD,VARIABLE=PRESELECT
*OUTPUT,HISTORY,VARIABLE=PRESELECT,TIMEINT=0.0002
*END STEP