*heading
clay plasticity, hydrostatic compression test, c3d8
*node,nset=alln
1,0.,0.,0.
2,1.,0.,0.
3,1.,1.,0.
4,0.,1.,0.
5,0.,0.,1.
6,1.,0.,1.
7,1.,1.,1.
8,0.,1.,1.
*element,type=c3d8,elset=alle
1,1,2,3,4,5,6,7,8
*solid section,elset=alle,material=alle
*material,name=alle
*density
 1.0e-1
*elastic
 18820.,.3
*clay plasticity,hardening=tab
,1.,0.4
*clay hardening
 .13557e+00 ,  0.000
 .15364e+00 ,  0.005
 .17394e+00 ,  0.010
 .19674e+00 ,  0.015
 .22231e+00 ,  0.020
 .25097e+00 ,  0.025
 .28306e+00 ,  0.030
 .31895e+00 ,  0.035
 .35906e+00 ,  0.040
 .40385e+00 ,  0.045
 .45381e+00 ,  0.050
 .50950e+00 ,  0.055
 .57152e+00 ,  0.060
 .64053e+00 ,  0.065
 .71725e+00 ,  0.070
 .80246e+00 ,  0.075
 .89704e+00 ,  0.080
 .10019e+01 ,  0.085
 .11181e+01 ,  0.090
 .12468e+01 ,  0.095
 .13891e+01 ,  0.100
 .15464e+01 ,  0.105
 .17201e+01 ,  0.110
 .19119e+01 ,  0.115
 .21233e+01 ,  0.120
 .23563e+01 ,  0.125
 .26129e+01 ,  0.130
 .28951e+01 ,  0.135
 .32054e+01 ,  0.140
 .35463e+01 ,  0.145
 .39206e+01 ,  0.150
 .43311e+01 ,  0.155
 .47812e+01 ,  0.160
 .52741e+01 ,  0.165
 .58138e+01 ,  0.170
 .64041e+01 ,  0.175
 .70494e+01 ,  0.180
 .77543e+01 ,  0.185
 .85238e+01 ,  0.190
 .93633e+01 ,  0.195
 .10278e+02 ,  0.200
 .11275e+02 ,  0.205
 .12361e+02 ,  0.210
 .13542e+02 ,  0.215
 .14826e+02 ,  0.220
 .16222e+02 ,  0.225
 .17737e+02 ,  0.230
 .19382e+02 ,  0.235
 .21166e+02 ,  0.240
 .23099e+02 ,  0.245
 .25194e+02 ,  0.250
 .27461e+02 ,  0.255
 .29915e+02 ,  0.260
 .32568e+02 ,  0.265
 .35435e+02 ,  0.270
 .38532e+02 ,  0.275
 .41874e+02 ,  0.280
 .45481e+02 ,  0.285
 .49369e+02 ,  0.290
 .53559e+02 ,  0.295
 .58072e+02 ,  0.300
 .62929e+02 ,  0.305
 .68155e+02 ,  0.310
 .73774e+02 ,  0.315
 .79812e+02 ,  0.320
 .86298e+02 ,  0.325
 .93260e+02 ,  0.330
 .10073e+03 ,  0.335
 .10874e+03 ,  0.340
 .11733e+03 ,  0.345
 .12653e+03 ,  0.350
 .13638e+03 ,  0.355
 .14692e+03 ,  0.360
 .15819e+03 ,  0.365
 .17025e+03 ,  0.370
 .18313e+03 ,  0.375
 .19689e+03 ,  0.380
 .21158e+03 ,  0.385
 .22726e+03 ,  0.390
 .24398e+03 ,  0.395
 .26180e+03 ,  0.400
 .28079e+03 ,  0.405
 .30102e+03 ,  0.410
 .32255e+03 ,  0.415
 .34547e+03 ,  0.420
 .36984e+03 ,  0.425
 .39575e+03 ,  0.430
 .42329e+03 ,  0.435
 .45254e+03 ,  0.440
 .48359e+03 ,  0.445
 .51655e+03 ,  0.450
 .55152e+03 ,  0.455
 .58859e+03 ,  0.460
 .62789e+03 ,  0.465
 .66952e+03 ,  0.470
 .71362e+03 ,  0.475
 .76029e+03 ,  0.480
 .80969e+03 ,  0.485
 .86193e+03 ,  0.490
 .91717e+03 ,  0.495
 .97556e+03 ,  0.500
 .10372e+04 ,  0.505
 .11024e+04 ,  0.510
 .11711e+04 ,  0.515
 .12437e+04 ,  0.520
 .13202e+04 ,  0.525
 .14010e+04 ,  0.530
 .14860e+04 ,  0.535
 .15757e+04 ,  0.540
 .16701e+04 ,  0.545
 .17695e+04 ,  0.550
 .18741e+04 ,  0.555
 .19842e+04 ,  0.560
 .20999e+04 ,  0.565
 .22216e+04 ,  0.570
 .23495e+04 ,  0.575
 .24839e+04 ,  0.580
 .26250e+04 ,  0.585
 .27732e+04 ,  0.590
 .29287e+04 ,  0.595
 .30918e+04 ,  0.600
 .32629e+04 ,  0.605
 .34423e+04 ,  0.610
 .36304e+04 ,  0.615
 .38274e+04 ,  0.620
 .40337e+04 ,  0.625
 .42497e+04 ,  0.630
 .44759e+04 ,  0.635
 .47125e+04 ,  0.640
 .49600e+04 ,  0.645
 .52189e+04 ,  0.650
 .54895e+04 ,  0.655
 .57723e+04 ,  0.660
 .60677e+04 ,  0.665
 .63763e+04 ,  0.670
 .66984e+04 ,  0.675
 .70347e+04 ,  0.680
 .73856e+04 ,  0.685
 .77516e+04 ,  0.690
 .81334e+04 ,  0.695
 .85313e+04 ,  0.700
 .89461e+04 ,  0.705
 .93783e+04 ,  0.710
 .98285e+04 ,  0.715
 .10297e+05 ,  0.720
 .10785e+05 ,  0.725
 .11293e+05 ,  0.730
 .11822e+05 ,  0.735
 .12371e+05 ,  0.740
 .12943e+05 ,  0.745
 .13537e+05 ,  0.750
 .14155e+05 ,  0.755
 .14797e+05 ,  0.760
 .15464e+05 ,  0.765
 .16156e+05 ,  0.770
 .16875e+05 ,  0.775
 .17621e+05 ,  0.780
 .18395e+05 ,  0.785
 .19198e+05 ,  0.790
 .20031e+05 ,  0.795
 .20895e+05 ,  0.800
 .21790e+05 ,  0.805
 .22718e+05 ,  0.810
 .23680e+05 ,  0.815
 .24676e+05 ,  0.820
 .25707e+05 ,  0.825
 .26775e+05 ,  0.830
 .27880e+05 ,  0.835
 .29024e+05 ,  0.840
 .30207e+05 ,  0.845
 .31432e+05 ,  0.850
 .32697e+05 ,  0.855
 .34006e+05 ,  0.860
 .35359e+05 ,  0.865
 .36757e+05 ,  0.870
 .38201e+05 ,  0.875
 .39693e+05 ,  0.880
 .41234e+05 ,  0.885
 .42825e+05 ,  0.890
 .44466e+05 ,  0.895
 .46161e+05 ,  0.900
 .47909e+05 ,  0.905
 .49713e+05 ,  0.910
 .51573e+05 ,  0.915
 .53491e+05 ,  0.920
 .55468e+05 ,  0.925
 .57506e+05 ,  0.930
 .59606e+05 ,  0.935
 .61770e+05 ,  0.940
 .63998e+05 ,  0.945
 .66293e+05 ,  0.950
 .68656e+05 ,  0.955
 .71089e+05 ,  0.960
 .73592e+05 ,  0.965
 .76168e+05 ,  0.970
 .78818e+05 ,  0.975
 .81544e+05 ,  0.980
 .84347e+05 ,  0.985
 .87230e+05 ,  0.990
 .90192e+05 ,  0.995
 .93238e+05 ,  1.000
*initial conditions,type=stress
alle,-1.,-1.,-1.
*boundary
1,pinned
2,2
5,2
6,2
4,1
5,1
8,1
2,3
3,3
4,3
*amplitude, name=amp-1
 0.0,0.0,20.0,1.0
*Elset,Elset=QA_TEST
ALLE
*Nset,nset=qa_test
ALLN
*step, nlgeom=no
  geostatic initial stress state
*dynamic,explicit
 ,1.0
*dload
1,p2,1.
*output,field
*element output
pe,s,e
*output,field
*node output,nset=qa_test
 u
*element output,elset=qa_test
peeq,
*OUTPUT,HISTORY
*ELEMENT OUTPUT, ELSET=ALLE
PE,PEEQ,PRESS,MISES, S
*restart, write
*end step
*step, nlgeom=no
*dynamic,explicit
 ,20.
*boundary,amplitude=amp-1
7,1,3,-.1
2,1,,-.1
3,1,,-.1
6,1,,-.1
3,2,,-.1
4,2,,-.1
8,2,,-.1
5,3,,-.1
6,3,,-.1
8,3,,-.1
*end step