*HEADING
DSLOAD, *SFLOW, AND *DSFLOW FOR CTUP ELEMENTS [C3D8PT]
RESULTS SHOULD MATCH EC38PFDL
*NODE
 1, 1.
 3, 4.
 7, 1., 5.
 9, 4., 5.
 11, 1., 0., -.5
 13, 4., 0., -.5
 17, 1., 5., -.5
 19, 4., 5., -.5
 21, 1., 0., -1.
 23, 4., 0., -1.
 27, 1., 5., -1.
 29, 4., 5., -1.
*NGEN, NSET=FACE3
 1,3
 7,9
 1,7,3
 3,9,3
*NGEN, NSET=FACE5
 21,23
 27,29
 21,27,3
 23,29,3
*NSET, NSET=FACE1
 1,2,3, 11,13, 21,22,23
*NSET, NSET=FACE2
 7,8,9, 17,19, 27,28,29
*NSET, NSET=FACE4
 3,6,9, 13,19, 23,26,29
*NSET, NSET=FACE6
 1,4,7, 11,17, 21,24,27
*NSET,NSET=CORNERS1
 1,3,21,23
*NSET,NSET=CORNERS2
 7,9,27,29
*NSET,NSET=CORNERS3
 1,3,7,9
*NSET,NSET=CORNERS4
 3,9,23,29
*NSET,NSET=CORNERS5
 21,23,27,29
*NSET,NSET=CORNERS6
 1,7,21,27
*NSET,NSET=NALL, GENERATE
 1,29
*NSET,NSET=CORNERS
 1,3,7,9,21,23,27,29
*ELEMENT, TYPE=C3D8PT, ELSET=ALL_ELEMENTS
 1, 1,3,23,21,7,9,29,27
*surface, NAME=SIDE_1
 1, S1
*surface, NAME=SIDE_2
 1, S2
*surface, NAME=SIDE_3
 1, S3
*surface, NAME=SIDE_4
 1, S4
*surface, NAME=SIDE_5
 1, S5
*surface, NAME=SIDE_6
 1, S6
*SOLID SECTION,MATERIAL=A1, ELSET=ALL_ELEMENTS
*MATERIAL,NAME=A1
*ELASTIC
 1.E8, 
*PERMEABILITY,SPECIFIC=1.0
 1.E-5, 
*DENSITY
 1.7321, 
*SPECIFIC HEAT
 10.0
*CONDUCTIVITY
 1.0
*EXPANSION
 0.0
*DENSITY, PORE FLUID
 1.7321, 
*SPECIFIC HEAT, PORE FLUID
 10.0
*CONDUCTIVITY, PORE FLUID
 1.0
*EXPANSION, PORE FLUID
 0.0
*AMPLITUDE,NAME=STEP-FUNCTION,TIME=STEP
0.,1.,1.,1.
*INITIAL CONDITIONS,TYPE=RATIO
 NALL,1.
*INITIAL CONDITIONS,TYPE=TEMPERATURE
 NALL,0.0
*STEP
*SOILS,CONSOLIDATION
 1. , 1.
*OUTPUT,HISTORY,FREQUENCY=1
*ENERGY OUTPUT
*OUTPUT,FIELD
*ELEMENT OUTPUT
 LOADS,
*OUTPUT,FIELD
*NODE OUTPUT
 RF, 
 POR, 
*EL PRINT
 LOADS,
*NODE PRINT,TOTALS=YES
 RF, 
*NODE PRINT
 POR, 
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS, 8
 NALL, 11, 11, 0.0
*DSLOAD, OP=NEW
 SIDE_1, P, 100.
 SIDE_2, P, 100.
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*DSLOAD, OP=NEW
 SIDE_3, P, 100.
 SIDE_5, P, 100.
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*DSLOAD, OP=NEW
 SIDE_4, P, 100.
 SIDE_6, P, 100.
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*DSLOAD, OP=NEW
 SIDE_1, HP, 100., 5., 0.
 SIDE_2, HP, 100., 5., 0.
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*DSLOAD, OP=NEW
 SIDE_3, HP, 300., 5., 0.
 SIDE_5, HP, 100., 5., 0.
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*DSLOAD, OP=NEW
 SIDE_4, HP, 100., 5., 0.
 SIDE_6, HP, 100., 5., 0.
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS2, 8
 NALL, 11, 11, 0.0
*DSLOAD, OP=NEW
*SFLOW, OP=NEW
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY,OP=NEW
 NALL, 1,3
 CORNERS1, 8
 NALL, 11, 11, 0.0
*SFLOW, OP=NEW, AMP=STEP-FUNCTION
 SIDE_2, Q, 14.7, 2.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS5, 8
 NALL, 11, 11, 0.0
*SFLOW, OP=NEW
 SIDE_3, Q, 14.7, 2.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS6, 8
 NALL, 11, 11, 0.0
*SFLOW, OP=NEW
 SIDE_4, Q, 14.7, 2.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS3, 8
 NALL, 11, 11, 0.0
*SFLOW, OP=NEW
 SIDE_5, Q, 14.7, 2.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS4, 8
 NALL, 11, 11, 0.0
*SFLOW, OP=NEW
 SIDE_6, Q, 14.7, 2.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS2, 8
 NALL, 11, 11, 0.0
*SFLOW, OP=NEW
*DSFLOW, OP=NEW
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS1, 8
 NALL, 11, 11, 0.0
*DSFLOW, OP=NEW, AMP=STEP-FUNCTION
 SIDE_2, S, 3.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS5, 8
 NALL, 11, 11, 0.0
*DSFLOW, OP=NEW
 SIDE_3, S, 3.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS6, 8
 NALL, 11, 11, 0.0
*DSFLOW, OP=NEW
 SIDE_4, S, 3.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS3, 8
 NALL, 11, 11, 0.0
*DSFLOW, OP=NEW
 SIDE_5, S, 3.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS4, 8
 NALL, 11, 11, 0.0
*DSFLOW, OP=NEW
 SIDE_6, S, 3.E-5
*END STEP