*HEADING
CLAY PLASTICITY, HYDROSTATIC COMPRESSION TEST, C3D8
WITH LINEAR PERTURBATION
*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
*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=RATIO
ALLN,1.08
*INITIAL CONDITIONS,TYPE=STRESS
ALLE,-1.,-1.,-1.
*STEP,INC=10
STEP 1 - NONLINEAR
*STATIC,DIRECT
1.,10.
*BOUNDARY
1,PINNED
2,2
5,2
6,2
4,1
5,1
8,1
2,3
3,3
4,3
7,1,3,-.05
2,1,,-.05
3,1,,-.05
6,1,,-.05
3,2,,-.05
4,2,,-.05
8,2,,-.05
5,3,,-.05
6,3,,-.05
8,3,,-.05
*EL PRINT
S, 
SINV, 
E, 
PE, 
EE, 
*NODE PRINT
U, 
RF, 
*OUTPUT,FIELD,FREQ=10
*ELEMENT OUTPUT
S,E,PE
*END STEP
*STEP,INC=1,PERTURBATION
STEP 2 - LINEAR PERTURBATION 1(MULTIPLE LOAD CASE)
*STATIC,DIRECT
.1,.1
*LOAD CASE,NAME=INITIAL-1
*BOUNDARY
1,PINNED
2,2
5,2
6,2
4,1
5,1
8,1
2,3
3,3
4,3
7,1,3,-.005
2,1,,-.005
3,1,,-.005
6,1,,-.005
3,2,,-.005
4,2,,-.005
8,2,,-.005
5,3,,-.005
6,3,,-.005
8,3,,-.005
*END LOAD CASE
*LOAD CASE,NAME=INITIAL-2
*BOUNDARY
1,PINNED
2,2
5,2
6,2
4,1
5,1
8,1
2,3
3,3
4,3
7,1,3,-.01
2,1,,-.01
3,1,,-.01
6,1,,-.01
3,2,,-.01
4,2,,-.01
8,2,,-.01
5,3,,-.01
6,3,,-.01
8,3,,-.01
*END LOAD CASE
*EL PRINT
S, 
SINV, 
E, 
*NODE PRINT
U, 
RF, 
*OUTPUT,FIELD,FREQ=10
*ELEMENT OUTPUT
S,E
*END STEP
*STEP,INC=10
STEP 3 - REST OF NONLINEAR
*STATIC,DIRECT
1.,10.
*BOUNDARY
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
*STEP,INC=1,PERTURBATION
STEP 4 - LINEAR PERTURBATION 2 (MULTIPLE LOAD CASE)
*STATIC,DIRECT
.1,.1
*LOAD CASE,NAME=FINAL-1
*BOUNDARY
1,PINNED
2,2
5,2
6,2
4,1
5,1
8,1
2,3
3,3
4,3
7,1,3,-.01
2,1,,-.01
3,1,,-.01
6,1,,-.01
3,2,,-.01
4,2,,-.01
8,2,,-.01
5,3,,-.01
6,3,,-.01
8,3,,-.01
*END LOAD CASE
*LOAD CASE,NAME=FINAL-2
*BOUNDARY
1,PINNED
2,2
5,2
6,2
4,1
5,1
8,1
2,3
3,3
4,3
7,1,3,-.015
2,1,,-.015
3,1,,-.015
6,1,,-.015
3,2,,-.015
4,2,,-.015
8,2,,-.015
5,3,,-.015
6,3,,-.015
8,3,,-.015
*END LOAD CASE
*EL PRINT
S, 
SINV, 
E, 
*NODE PRINT
U, 
RF, 
*OUTPUT,FIELD,FREQ=10
*ELEMENT OUTPUT
S,E
*END STEP