*HEADING : SIMPLE CONTACT TEST, FINITE SLIDING CONTACT WITHOUT FRICTION, RIGID ** Contact Features Tested: ** permeable-impermeable pore pressure contact for pore pressure coupled contact *NODE, NSET=NALL 1, 0. 2, 5. 3, 0., 5. 4, 5., 5. 1000,0. *ELEMENT,TYPE=CPE4P,ELSET=SOLID 1, 1,2,4,3 *SOLID SECTION,ELSET=SOLID,MATERIAL=MAT1 .25, *MATERIAL,NAME=MAT1 *ELASTIC 30.E6,.3 *DENSITY 10.0, *PERMEABILITY,SPECIFIC=1.0 1.e-4, *INITIAL CONDITIONS,TYPE=RATIO NALL,1.0 *rigid body,analytical surface=bsurf,REFNODE=1000 *surface,TYPE=SEGMENTS,NAME=BSURF START,0.,0. LINE,5.5,0. *surface,NAME=ASURF 1,S1 *CONTACT PAIR,INTERACTION=SMOOTH ASURF,BSURF *SURFACE INTERACTION,NAME=SMOOTH .25, *FRICTION 0.0, *STEP,INC=10 *SOIL,CONSOLIDATION 0.1,1 *CONTACT PRINT,SLAVE=ASURF *CONTACT FILE,SLAVE=ASURF *EL FILE S, *NODE FILE,F=100 U, POR, *EL PRINT S, *NODE PRINT,FREQ=100 POR, *DLOAD 1,P3,250. *BOUNDARY 1,1 1000,1,2 1000,6 3,8,8,1 4,8,8,1 *OUTPUT,FIELD *NODE OUTPUT U, *ELEMENT OUTPUT S, *CONTACT OUTPUT,VARIABLE=PRESELECT,SLAVE=ASURF *END STEP *STEP,NLGEOM LARGE DISPLACEMENT ANALYSIS *SOIL, CONSOLIDATION .1,1. *DLOAD 1,P3,250. *BOUNDARY 1,1 1000,1,2 1000,6 3,8,8,1 4,8,8,1 *CONTACT FILE,SLAVE=ASURF *EL FILE S, *NODE PRINT,F=100 U, POR, *NODE FILE, FREQ=100 U, POR, *END STEP ** ** step 3: Steady state dynamics, direct analysis ** *STEP *STEADY STATE DYNAMICS,DIRECT 20,80,5 *DLOAD 1,P3,100. *BOUNDARY 1,1 1000,1,2 1000,6 *NODE FILE U, RF, *EL FILE E, S, *CONTACT FILE *OUTPUT,FIELD *NODE OUTPUT U, RF, *ELEMENT OUTPUT E, S, *CONTACT OUTPUT,VARIABLE=PRESELECT,SLAVE=ASURF *END STEP ** ** step 4: frequency extraction ->all modes are extracted ** *STEP *FREQUENCY,EIGENSOLVER=LANCZOS, SIM=NO 5, *BOUNDARY 1,1 1000,1,2 1000,6 *MODAL FILE *NODE FILE,F=0 *EL FILE,F=0 *NODE PRINT,F=0 *EL PRINT,F=0 *CONTACT FILE,FREQ=0 *END STEP ** ** step 5: Steady state dynamics, subspace projection ** *STEP *STEADY STATE DYNAMICS,SUBSPACE PROJECTION,INTERVAL=RANGE 20,80,5 *DLOAD 1,P3,100. *NODE FILE U, RF, *EL FILE E, S, *CONTACT FILE *END STEP