*HEADING
 ELASTOVISCOPLASTIC "UNIFORM STRAIN" SPECIMEN  
*NODE
 1,0.,0.
 2,1.,0.
3,1.,.1
4,0.,.1
*NSET,NSET=TWO
2,
*ELEMENT,TYPE=CPS4,ELSET=CPS4
 1,1,2,3,4
*SOLID SECTION,ELSET=CPS4,MATERIAL=A1
 1., 
*USER ELEMENT,TYPE=U1,LINEAR,NODES=1
1, 
*MATRIX,TYPE=MASS
0.015 ,
*ELEMENT,TYPE=U1, ELSET=MASS
2,2
3,3
*UEL PROPERTY,ELSET=MASS
*MATERIAL,NAME=A1
*ELASTIC
 30.E6,0.3
*DENSITY
 7.324E-4, 
*PLASTIC
 40000., 
*PLASTIC,RATE=0.010
47614.6, 
*PLASTIC,RATE=0.100
52068.3, 
*PLASTIC,RATE=1.000
59127.0, 
*PLASTIC,RATE=5.000
66390.1, 
*PLASTIC,RATE=10.00
70314.3, 
*PLASTIC,RATE=50.00
81825.5, 
*PLASTIC,RATE=100.0
88044.9, 
*PLASTIC,RATE=1000.
116146.1, 
*BOUNDARY
 1,1
4,1
*EQUATION
2, 
1,2,1.,4,2,1.
*INITIAL CONDITIONS,TYPE=VELOCITY
2,1,-200.
3,1,-200.
*RESTART,WRITE,FREQUENCY=20
*STEP,INC=20
  TIME 0 TO 5.E-5 S AT PACE OF 2.5E-6 S
*DYNAMIC
 2.5E-6,5.E-5
*ENERGY PRINT,FREQUENCY=4
*EL PRINT,ELSET=CPS4,FREQUENCY=4,SUMMARY=NO,POSITION=CENTROID
S,E
PE, 
*NODE PRINT,FREQUENCY=4,SUMMARY=NO
U,V
*PRINT,RESIDUAL=NO,FREQUENCY=4
*EL FILE,ELSET=CPS4,FREQUENCY=50
S ,E
*NODE FILE,FREQUENCY=10,NSET=TWO
U,
*ENERGY FILE,FREQUENCY=4
*OUTPUT,FIELD,FREQUENCY=300
*ELEMENT OUTPUT,ELSET=CPS4
S,E
*NODE OUTPUT,NSET=TWO
U, 
*OUTPUT,HISTORY,FREQUENCY=10
*ELEMENT OUTPUT,ELSET=CPS4
S,E
*NODE OUTPUT,NSET=TWO
U, 
*END STEP
*STEP,INC=5
 TIME 5.E-5 TO 1.E-4 S AT PACE OF 1.E-5 S
*DYNAMIC
 1.E-5,5.E-5
*END STEP
*STEP,INC=200
  TIME 1.E-4 TO 5.E-3 S AT PACE OF 2.5E-5 S
*DYNAMIC
 2.5E-5,4.9E-3
*END STEP