*HEADING
 Linear Kinematics Element Test - COHAX4 
*NODE,NSET=NOUT
1,0.25,0.25
2,1.25,0.25
3,1.25,1.25
4,0.25,1.25
11,1.50,1.50
12,2.50,1.50
13,2.50,2.50
14,1.50,2.50
*NSET,NSET=QA_TEST
NOUT,
*ELEMENT,TYPE=COHAX4,ELSET=ALL
1,1,2,3,4
11,11,12,13,14
*COHESIVE SECTION,elset=all,material=steel,response=traction separation,thickness=geometry,stack direction=1
*MATERIAL, NAME=STEEL
*ELASTIC,type=traction
1.0e05,1.0e05,1.0e05
*DENSITY
100.0, 
** history data
*STep,perturbation
*static
,1.0
** apply boundary conditions
*BOUNDARY
** loading of element 1 (axial deformation)
**
1,1,1,-1.0
1,2,2,0.0
2,1,1,1.0
2,2,2,0.0
3,1,1,1.0
3,2,2,0.0
4,1,1,-1.0
4,2,2,0.0
** loading of element 2 (shearing deformation)
**
11,1,1,0.0
11,2,2,-1.0
12,1,1,0.0
12,2,2,1.0
13,1,1,0.0
13,2,2,1.0
14,1,1,0.0
14,2,2,-1.0
***********************
*elset,elset=qa_test_all
all,
*OUTPUT, FIELD,freq=999
*NODE OUTPUT,NSET=QA_TEST
U,
*element output,elset=qa_test_all
s,
*OUTPUT,HISTORY,freq=999
*ENERGY OUTPUT,VAR=PRESELECT
*END STEP