*HEADING
.INP: TESTING CES6M ELEMENTS
** Dynamic Features Tested:
**      *STEADY STATE DYNAMICS,DIRECT
**      *FREQUENCY,EIGENSOLVER=LANCZOS, SIM=NO
**      *STEADY STATE DYNAMICS,SUBSPACE PROJECTION
**
*NODE, Nset=ODB_NSET
101,0.,0.
105,1.,0.
501,0.,1.
505,1.,1.
*NGEN,NSET=BOTTOM 
101,105
*NGEN,NSET=TOP
501,505
*NFILL, Nset=ODB_NSET
BOTTOM,TOP,4,100
*NSET,NSET=LEFT,GEN
101,501,100
*NSET, NSET=END
305, 
*ELEMENT,TYPE=CPE6M,ELSET=SOLID
101,101,103,301,102,202,201
102,103,303,301,203,302,202
201,301,503,501,402,502,401
202,301,303,503,302,403,402
103,103,305,303,204,304,203
104,103,105,305,104,205,204
203,303,305,503,304,404,403
204,305,505,503,405,504,404
*ELSET, ELSET=LEFT
101,201
*SOLID SECTION,ELSET=SOLID,MATERIAL=MAT
*MATERIAL,NAME=MAT
*ELASTIC,TYPE=ISO
2.E7,0.
*DENSITY
8000., 
*DAMPING,ALPHA=5.36,BETA=7.46E-5
*BOUNDARY
LEFT,1,2
**
** Sets added by addodb
**
*Elset,Elset=ODB_ESET
SOLID,
**
**
*Nset, Nset=ODB_NSET
ODB_NSET, BOTTOM , TOP, LEFT
END, 
**
**
*STEP,PERT
*STEADY STATE DYNAMICS,DIRECT,FREQUENCY SCALE = LINEAR
10,15.,100,1
*DLOAD
104,P2,30000.
204,P1,30000.
*EL PRINT, ELSET=LEFT
S, 
E, 
*NODE PRINT, NSET=END
U, 
*NODE FILE, NSET=END
U, 
*EL FILE, ELSET=LEFT, POSITION=AVERAGED AT NODES, FREQ=50
S, 
*ENERGY PRINT
*ENERGY FILE
*OUTPUT,FIELD,VARIABLE=PRESELECT,OP=ADD,FREQ=50
*OUTPUT,HISTORY,OP=ADD
*NODE OUTPUT,NSET=END
U, 
*OUTPUT,HISTORY,OP=ADD
*ELEMENT OUTPUT,ELSET=LEFT
S, 
*OUTPUT,HISTORY,OP=ADD
*ENERGY OUTPUT
ALLIE, 
*OUTPUT,FIELD, OP=ADD,FREQ=50
*ENERGY OUTPUT
ALLIE, 
*END STEP
**
*STEP
*FREQUENCY, eigensolver=lanczos, SIM=NO
40 , , 
*MODAL FILE
*NODE PRINT,FREQ=0
*NODE FILE,FREQ=0
*EL PRINT,FREQ=0
*EL FILE,FREQ=0
*END STEP
*STEP
*STEADY STATE DYNAMICS,SUBSPACE PROJECTION=EIGENFREQUENCY,FREQUENCY SCALE = LINEAR,INTERVAL=RANGE
10,15.,100,1
*DLOAD
104,P2,30000.
204,P1,30000.
*EL PRINT, ELSET=LEFT
S, 
E, 
*NODE PRINT, NSET=END
U, 
*NODE FILE, NSET=END
U, 
*EL FILE, ELSET=LEFT, POSITION=AVERAGED AT NODES, FREQ=50
S, 
*END STEP