*HEADING
SOFT ROCK PLASTICITY, hydrostatic compression, uniaxial compression, shear
*PREPRINT, MODEL=YES
*NODE,NSET=ALLN1
11,0.,0.,0.
12,1.,0.,0.
13,1.,1.,0.
14,0.,1.,0.
15,0.,0.,1.
16,1.,0.,1.
17,1.,1.,1.
18,0.,1.,1.
*NODE,NSET=ALLN2
21,2.,0.,0.
22,3.,0.,0.
23,3.,1.,0.
24,2.,1.,0.
25,2.,0.,1.
26,3.,0.,1.
27,3.,1.,1.
28,2.,1.,1.
*NODE,NSET=ALLN3
31,4.,0.,0.
32,5.,0.,0.
33,5.,1.,0.
34,4.,1.,0.
35,4.,0.,1.
36,5.,0.,1.
37,5.,1.,1.
38,4.,1.,1.
*NODE,NSET=ALLN4
51,12.,0.
52,13.,0.
53,13.,1.
54,12.,1.
*ELEMENT,TYPE=C3D8R,ELSET=qa_test_1
11,11,12,13,14,15,16,17,18
*ELEMENT,TYPE=C3D8R,ELSET=qa_test_2
21,21,22,23,24,25,26,27,28
*ELEMENT,TYPE=C3D8R,ELSET=qa_test_3
31,31,32,33,34,35,36,37,38
*ELEMENT,TYPE=CPE4R,ELSET=qa_test_4
51,51,52,53,54
*SOLID SECTION,ELSET=qa_test_1,MATERIAL=MAT1
*SOLID SECTION,ELSET=qa_test_2,MATERIAL=MAT2
*SOLID SECTION,ELSET=qa_test_3,MATERIAL=MAT2
*SOLID SECTION,ELSET=qa_test_4,MATERIAL=MAT2
*MATERIAL,NAME=MAT1
*density
1.
*elastic
75000.,0.2
*SOFT ROCK PLASTICITY
60.,50.,1.6,0.001,7.E-4,0.25,0.05
*SOFT ROCK HARDENING
3000.00	,0.00
3106.24	,0.01
3216.24	,0.02
3330.13	,0.03
3448.06	,0.04
3570.17	,0.05
3696.60	,0.06
3827.50	,0.07
3963.04	,0.08
4103.39	,0.09
4248.70	,0.1
4399.15	,0.11
4554.94	,0.12
4716.24	,0.13
4883.26	,0.14
5056.19	,0.15
5235.24	,0.16
5420.63	,0.17
5612.59	,0.18
5811.35	,0.19
6017.14	,0.2
6230.22	,0.21
6450.85	,0.22
6679.29	,0.23
6915.83	,0.24
7160.73	,0.25
7414.31	,0.26
7676.87	,0.27
7948.73	,0.28
8230.22	,0.29
8521.67	,0.3
8823.44	,0.31
9135.91	,0.32
9459.43	,0.33
9794.41	,0.34
10141.26,0.35
10500.39,0.36
10872.23,0.37
11257.25,0.38
11655.90,0.39
12068.66,0.4
12496.05,0.41
12938.56,0.42
13396.75,0.43
13871.17,0.44
14362.38,0.45
14870.99,0.46
15397.61,0.47
15942.88,0.48
16507.46,0.49
17092.03,0.5
17697.30,0.51
18324.01,0.52
18972.91,0.53
19644.79,0.54
20340.47,0.55
21060.77,0.56
21806.59,0.57
22578.82,0.58
23378.39,0.59
24206.28,0.6
25063.49,0.61
25951.06,0.62
26870.05,0.63
27821.59,0.64
28806.82,0.65
29826.95,0.66
30883.20,0.67
31976.85,0.68
33109.24,0.69
34281.72,0.7
35495.73,0.71
36752.72,0.72
38054.23,0.73
39401.83,0.74
40797.15,0.75
42241.89,0.76
43737.78,0.77
45286.65,0.78
46890.37,0.79
48550.88,0.8
50270.19,0.81
52050.39,0.82
53893.63,0.83
55802.14,0.84
57778.24,0.85
59824.32,0.86
61942.86,0.87
64136.41,0.88
66407.65,0.89
68759.32,0.9
71194.27,0.91
73715.44,0.92
76325.90,0.93
79028.80,0.94
81827.41,0.95
84725.13,0.96
87725.47,0.97
90832.06,0.98
94048.66,0.99
97379.17,1.00
*SOFT ROCK HARDENING,TYPE=TENSION
-20.00	,0.00
-20.71	,0.01
-21.44	,0.02
-22.20	,0.03
-22.99	,0.04
-23.80	,0.05
-24.64	,0.06
-25.52	,0.07
-26.42	,0.08
-27.36	,0.09
-28.32	,0.1
-29.33	,0.11
-30.37	,0.12
-31.44	,0.13
-32.56	,0.14
-33.71	,0.15
-34.90	,0.16
-36.14	,0.17
-37.42	,0.18
-38.74	,0.19
-40.11	,0.2
-41.53	,0.21
-43.01	,0.22
-44.53	,0.23
-46.11	,0.24
-47.74	,0.25
-49.43	,0.26
-51.18	,0.27
-52.99	,0.28
-54.87	,0.29
-56.81	,0.3
-58.82	,0.31
-60.91	,0.32
-63.06	,0.33
-65.30	,0.34
-67.61	,0.35
-70.00	,0.36
-72.48	,0.37
-75.05	,0.38
-77.71	,0.39
-80.46	,0.4
-83.31	,0.41
-86.26	,0.42
-89.31	,0.43
-92.47	,0.44
-95.75	,0.45
-99.14	,0.46
-102.65	,0.47
-106.29	,0.48
-110.05	,0.49
-113.95	,0.5
-117.98	,0.51
-122.16	,0.52
-126.49	,0.53
-130.97	,0.54
-135.60	,0.55
-140.41	,0.56
-145.38	,0.57
-150.53	,0.58
-155.86	,0.59
-161.38	,0.6
-167.09	,0.61
-173.01	,0.62
-179.13	,0.63
-185.48	,0.64
-192.05	,0.65
-198.85	,0.66
-205.89	,0.67
-213.18	,0.68
-220.73	,0.69
-228.54	,0.7
-236.64	,0.71
-245.02	,0.72
-253.69	,0.73
-262.68	,0.74
-271.98	,0.75
-281.61	,0.76
-291.59	,0.77
-301.91	,0.78
-312.60	,0.79
-323.67	,0.8
-335.13	,0.81
-347.00	,0.82
-359.29	,0.83
-372.01	,0.84
-385.19	,0.85
-398.83	,0.86
-412.95	,0.87
-427.58	,0.88
-442.72	,0.89
-458.40	,0.9
-474.63	,0.91
-491.44	,0.92
-508.84	,0.93
-526.86	,0.94
-545.52	,0.95
-564.83	,0.96
-584.84	,0.97
-605.55	,0.98
-626.99	,0.99
-649.19	,1.00
*MATERIAL,NAME=MAT2
*density
1.
*elastic
75000.,0.2
*SOFT ROCK PLASTICITY,ECCENTRICITY=0.0
45.,45.,1.,0.001,7.E-4,0.,0.0
*SOFT ROCK HARDENING
3000.00	,0.00
97379.17,1.00
*SOFT ROCK HARDENING,TYPE=TENSION
-3000.00,0.00
-97379.17,1.00
*INITIAL CONDITIONS,TYPE=PLASTIC STRAIN
qa_test_1,-.05,-.05,-.05
*BOUNDARY
11,PINNED
12,2
15,2
16,2
14,1
15,1
18,1
12,3
13,3
14,3
21,PINNED
22,2
22,3
23,3
24,3
24,1
25,1
25,2
26,2
28,1
31,PINNED
32,PINNED
33,PINNED
34,PINNED
35,2
35,3
36,2
36,3
37,2
37,3
38,2
38,3
51,PINNED
52,PINNED
53,2
54,2
*AMPLITUDE,NAME=AMP1
0.0,0.0,20.,1.,40.,0.
*STEP,NLGEOM=NO
*DYNAMIC,EXPLICIT
,20.
*BOUNDARY,AMPLITUDE=AMP1
17,1,3,-.5
12,1,,-.5
13,1,,-.5
16,1,,-.5
13,2,,-.5
14,2,,-.5 
18,2,,-.5
15,3,,-.5
16,3,,-.5
18,3,,-.5
23,2,,-.6
24,2,,-.6
27,2,,-.6
28,2,,-.6
35,1,,.2
36,1,,.2
37,1,,.2
38,1,,.2
53,1,,.2
54,1,,.2
*OUTPUT,FIELD,FREQ=10
*ELEMENT OUTPUT
S,E,PE,YIELDSC,YIELDST,PEEQ,PEVOL
*OUTPUT,HISTORY,FREQ=1
*ELEMENT OUTPUT,ELSET=qa_test_1
PRESS,YIELDSC,YIELDST,PEVOL
*OUTPUT,HISTORY,FREQ=1
*ELEMENT OUTPUT,ELSET=qa_test_2
S22,PE22,YIELDSC
*OUTPUT,HISTORY,FREQ=1
*ELEMENT OUTPUT,ELSET=qa_test_3
MISES,PE13,YIELDST
*OUTPUT,HISTORY,FREQ=1
*ELEMENT OUTPUT,ELSET=qa_test_4
MISES,PE12,YIELDST
*END STEP