*HEADING
VERIFICATION OF ELEMENTS LOADED WITH UNIFORM BODY FORCES.
ANALYTICAL RESULTS:
	CPE4R 	- 800000
	CPS4R 	- 800000
	C3D8R 	- 800000
	CPE3 	- 800000
	CPS3 	- 800000
	C3D4 	- 800000
	C3D6 	- 800000
	S4R	- 80000
	S3R	- 80000
	M3D4	- 80000
	M3D3	- 80000
	CAX4R	- 57805305
	CAX3	- 57805305
	SAX1	- 628318.53
	T2D2	- 40000
	T3D2	- 40000
*NODE,NSET=T2D2
*NODE,NSET=T3D2
*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
*NODE,NSET=B21
*NODE,NSET=B31
*NODE,NSET=B22
*NODE,NSET=B32
**
*ELEMENT,TYPE=T2D2,ELSET=T2D2
*ELEMENT,TYPE=T3D2,ELSET=T3D2
*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
*ELEMENT,TYPE=B21,ELSET=B21
*ELEMENT,TYPE=B31,ELSET=B31
*ELEMENT,TYPE=B22,ELSET=B22
*ELEMENT,TYPE=B32,ELSET=B32
**
*SOLID SECTION,ELSET=T2D2,MATERIAL=A1ELAS
0.2,
*SOLID SECTION,ELSET=T3D2,MATERIAL=A1ELAS
0.2,
*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
0.2,3
*SHELL SECTION,ELSET=SAX1,MATERIAL=A1ELAS
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
*BEAM SECTION,ELSET=B21,MATERIAL=A1ELAS,SECTION=CIRC
0.05,
*BEAM SECTION,ELSET=B22,MATERIAL=A1ELAS,SECTION=CIRC
0.05,
*BEAM SECTION,ELSET=B31,MATERIAL=A1ELAS,SECTION=CIRC
0.05,
*BEAM SECTION,ELSET=B32,MATERIAL=A1ELAS,SECTION=CIRC
0.05,
**
*MATERIAL,NAME=A1ELAS
*ELASTIC
193.1E9,0.3
*DENSITY
785,
**
*ELSET,ELSET=EALL
T2D2,T3D2,C3D8R,CPE4R,CPS4R,
S4R,SAX1,S3R,CAX4R,CAX3,C3D4,
C3D6,CPE3,CPS3,M3D4R,M3D3,
CPS6M,CPE6M,CAX6M,C3D10M,
B21,B22,B31,B32
*ELSET,ELSET=E2D
T2D2,
CPE4R,CPS4R,
CPE3,CPS3,
CPS6M,CPE6M
*ELSET,ELSET=BEAM2D
B21,B22
*ELSET,ELSET=E3D
T3D2,
C3D8R,C3D4,C3D6,C3D10M
S4R,S3R,
M3D4R,M3D3
*ELSET, ELSET=BEAM3D
B31,B32
*ELSET,ELSET=AXI
SAX1,CAX4R,CAX3,CAX6M,
**
*NSET,NSET=FIX2
T2D2,SAX1,
CPE4R,CPS4R,CAX4R,
CPE3,CPS3,CAX3,B21,B22
*NSET,NSET=FIX3
T3D2,
C3D8R,C3D4,C3D6,
S3R,S4R,M3D4R,M3D3,
B31,B32
*NSET,NSET=NALL
FIX2,FIX3,
CPS6M,CPE6M,CAX6M,C3D10M
**
*BOUNDARY
FIX2,1,2
FIX3,1,3
**
*NSET,NSET=REACTION
FIX2,FIX3
*NSET,NSET=ACCEL
CPS6M,CPE6M,CAX6M,C3D10M
**
*NSET,NSET=QA_TEST
ACCEL,
*RESTART,TIMEMARKS=YES,WRITE,NUMBER=1
*AMPLITUDE,NAME=RAMP1
0.,0.,0.0005,1.0,0.001,1.0
*AMPLITUDE,NAME=RAMP2
0.,0.,0.0005,1.0,0.001,1.0
*AMPLITUDE,NAME=RAMP3
0.,0.,0.0005,1.0,0.001,1.0
*STEP
*DYNAMIC,EXPLICIT
,0.001
*DLOAD,AMP=RAMP1
E2D,BX,100000.
E3D,BX,100000.
AXI,BR,100000.
BEAM2D,PX,25000.
BEAM2D,P2,10000.
BEAM3D,PX,25000.
BEAM3D,P2,10000.
*FILE OUTPUT,NUM=1, TIMEMARKS=YES
*NODE FILE,NSET=REACTION
RF,
*NODE FILE,NSET=ACCEL
U,
********************************************
*OUTPUT,FIELD,NUMBER INTERVAL=1,TIMEMARKS=YES
*NODE OUTPUT,NSET=QA_TEST
U,
*OUTPUT,HISTORY,TIME INTERVAL=0.001
*ENERGY OUTPUT, VAR=PRESELECT
**********************
***OUTPUT,HISTORY,TIME INTERVAL=0.0
***NODE OUTPUT,NSET=NALL
**RF,
***ENERGY OUTPUT
**ALLKE,ALLIE,ALLAE,ALLSE,ALLVD,ALLWK,ETOTAL
*END STEP
*STEP
*DYNAMIC,EXPLICIT
,0.001
*DLOAD,AMP=RAMP2,OP=NEW
E2D,BY,100000.
E3D,BY,100000.
AXI,BZ,100000.
BEAM2D,PY,25000.
BEAM3D,PY,25000.
BEAM3D,P1,10000.
*END STEP
*STEP
*DYNAMIC,EXPLICIT
,0.001
*DLOAD,AMP=RAMP3,OP=NEW
E3D,BZ,100000.
BEAM3D,PZ,25000.
*END STEP