*HEADING
CLAY PLASTICITY, UNIAXIAL COMPRESSION AND SHEAR TESTS, C3D8R
*NODE,NSET=ALLN1
*NODE,NSET=ALLN2
*NODE,NSET=ALLN3
*NODE,NSET=ALLN4
*NODE,NSET=ALLN5
*NODE,NSET=ALLN6
*ELEMENT,TYPE=C3D8R,ELSET=qa_test_1
*ELEMENT,TYPE=C3D8R,ELSET=qa_test_2
*ELEMENT,TYPE=C3D8R,ELSET=qa_test_3
*ELEMENT,TYPE=C3D8R,ELSET=qa_test_4
*ELEMENT,TYPE=C3D8R,ELSET=qa_test_5
*ELEMENT,TYPE=C3D8R,ELSET=qa_test_6
*ORIENTATION,NAME=RECT
*SOLID SECTION,ELSET=qa_test_1,MATERIAL=ALLE,orient=rect
*SOLID SECTION,ELSET=qa_test_2,MATERIAL=ALLE,orient=rect
*SOLID SECTION,ELSET=qa_test_3,MATERIAL=ALLE,orient=rect
*SOLID SECTION,ELSET=qa_test_4,MATERIAL=ALLE,orient=rect
*SOLID SECTION,ELSET=qa_test_5,MATERIAL=ALLE,orient=rect
*SOLID SECTION,ELSET=qa_test_6,MATERIAL=ALLE,orient=rect
*MATERIAL,NAME=ALLE
*density
1.
*ELASTIC,TYPE=ENGINEERING CONSTANTS
200000.,342000.,342000.,.32,.32,.32,89900.,89900.
129545.5
*clay plasticity, hardening=tab
*clay hardening,type=compression
*clay hardening,type=tension
*POTENTIAL
*BOUNDARY
11,PINNED
12,2
12,3
13,3
14,3
14,1
15,1
15,2
16,2
21,PINNED
31,PINNED
41,PINNED
42,PINNED
43,PINNED
44,PINNED
51,PINNED
52,PINNED
53,PINNED
54,PINNED
61,PINNED
62,PINNED
65,PINNED
66,PINNED
*amplitude, name=amp-1
 0.,0.,20.,1.
*STEP,nlgeom=no
*dynamic,explicit
,20.
*BOUNDARY,amplitude=amp-1
12,1,,-.1
13,1,,-.1
16,1,,-.1
17,1,,-.1
23,2,,-.1
24,2,,-.1
27,2,,-.1
28,2,,-.1
*output,field
*element output
s,e,pe
*output,history,freq=1
*element output, elset=qa_test_1
s11,e11
*output,history,freq=1
*element output, elset=qa_test_2
s22,e22
*output,history,freq=1
*element output, elset=qa_test_3
s33,e33
*output,history,freq=1
*element output, elset=qa_test_4
s23,e23
*output,history,freq=1
*element output, elset=qa_test_5
s13,e13
*output,history,freq=1
*element output, elset=qa_test_6
s12,e12
*END STEP