*HEADING : EXPONENTIAL DECAY FRICTION (2 SLIP DIR, ELASTIC SLIP FORMULATION) *RESTART,WRITE,FREQ=0 *NODE, NSET=NALL 1, 0., 0., 0. 2, 0., 0., 1.0 3, 0., 1., 0. 4, 0., 1., 1.0 100, 0., 0., 0. *ELEMENT,TYPE=B31,ELSET=BEAM 1, 1,2 2, 3,4 *BEAM SECTION,SECT=CIRC,ELSET=BEAM,MATERIAL=ELAS,TEMP=GRADIENTS 0.564189584, 0.,1.,0., *MATERIAL,NAME=ELAS *ELASTIC 30.E6,0.3 *rigid body,analytical surface=RS1,REFNODE=100 *surface,TYPE=CYLINDER,NAME=RS1 -100.,-100.,0.,0.,-100.,0. -100.,0.,0. START,0.,0. LINE,200.,0. *surface,type=node,NAME=CN1 1, *surface,type=node,NAME=CN2 3, *CONTACT PAIR,INTERACTION=CI1 CN1,RS1 *CONTACT PAIR,INTERACTION=CI2 CN2,RS1 *SURFACE INTERACTION,NAME=CI1 1.0, *FRICTION, EXPONENTIAL DECAY 0.3, 0.1, 4.0 *GAP CONDUCTANCE 10.0,0. 10.0,1. *SURFACE INTERACTION,NAME=CI2 1.0, *AMPLITUDE,NAME=AMP1 0.0, 0.0, 0.2, 0.0625, 0.4, 0.1250, 0.6, 0.2500, 0.8, 0.5, 1.0, 1.0 ** ** STEP 1: ESTABLISH CONTACT (PRESCRIBED DISPLACEMENT) ** *STEP, NLGEOM ESTABLISH CONTACT (PRECRIBED DISPLACEMENT) *STATIC 1.,1. *BOUNDARY 100,1,6,0.0 2,1,1,0.0 2,2,2,0.0 2,4,6,0.0 2,3,3,-1.e-5 4,1,2,0.0 4,3,3,-1.e-5 4,4,6,0.0 *EL PRINT,F=0 *OUTPUT,FIELD,FREQ=0 *ELEMENT OUTPUT *NODE PRINT,F=0 *OUTPUT,FIELD,FREQ=0 *NODE OUTPUT *PRINT,CONTACT=YES *OUTPUT,FIELD,FREQ=0 *CONTACT OUTPUT,VARIABLE=PRESELECT *OUTPUT,FIELD,FREQ=0 *CONTACT OUTPUT,VARIABLE=PRESELECT *CONTACT PRINT,F=0 *CONTACT PRINT,F=0 *END STEP ** ** STEP 2: ESTABLISH CONTACT (APPLY NORMAL PRESSURE = 300) ** *STEP, NLGEOM ESTABLISH CONTACT (APPLY NORMAL PRESSURE = 300) *STATIC 1.,1. *BOUNDARY,OP=NEW 100,1,6,0.0 2,1,1,0.0 2,2,2,0.0 2,4,6,0.0 4,1,2,0.0 4,4,6,0.0 *CLOAD 2,3,-300.0 4,3,-300.0 *END STEP ** _ _ ** STEP 3: APPLY SHEAR FORCE IN THE X- AND Y-DIRECTIONS (Teq < Tcrit) ** *STEP, NLGEOM APPLY SHEAR FORCE IN THE X- AND Y-DIRECTIONS (Teq < Tcrit) *STATIC .1,1. *BOUNDARY,OP=NEW 100,1,6,0.0 2,4,6,0.0 4,1,2,0.0 4,4,6,0.0 *CLOAD, OP=NEW 2,1,35.0 2,2,70.0 2,3,-300.0 4,3,-300.0 *OUTPUT,FIELD,FREQ=1 *CONTACT OUTPUT,VARIABLE=PRESELECT,SLAVE=CN1,MASTER=RS1 *CONTACT PRINT,F=99,SLAVE=CN1,MASTER=RS1 *PRINT,CONTACT=YES *END STEP ** ** STEP 4: REMOVE SHEAR FORCES ** *STEP, NLGEOM REMOVE SHEAR FORCES *STATIC .1,1. *BOUNDARY,OP=NEW 100,1,6,0.0 2,4,6,0.0 4,1,2,0.0 4,4,6,0.0 *CLOAD, OP=NEW 2,3,-300.0 4,3,-300.0 *END STEP ** ** STEP 5: CHANGE FRICTION ** *STEP, NLGEOM CHANGE FRICTION TO AN ISOTROPIC MODEL *STATIC .1,1.0 *CHANGE FRICTION, INTERACTION=CI1 *FRICTION, EXPONENTIAL DECAY, TEST DATA 0.5, 0.0 0.3, 0.2 0.2, *BOUNDARY,OP=NEW 100,1,6,0.0 2,4,6,0.0 4,1,2,0.0 4,4,6,0.0 *CLOAD, OP=NEW 2,1,-60.0 2,2,-120.0 2,3,-300.0 4,3,-300.0 *END STEP ** ** STEP 6: REMOVE SHEAR FORCES ** *STEP, NLGEOM REMOVE SHEAR FORCES (2) *STATIC .1,1.0 *BOUNDARY,OP=NEW 100,1,6,0.0 2,4,6,0.0 4,1,2,0.0 4,4,6,0.0 *CLOAD, OP=NEW 2,3,-300.0 4,3,-300.0 *END STEP ** ** STEP 7: RESET THE FRICTION MODEL TO THE ORIGINAL MODEL ** *STEP, NLGEOM RESET THE FRICTION MODEL TO THE ORIGINAL MODEL *STATIC .1,1.0 *CHANGE FRICTION, RESET, INTERACTION=CI1 *BOUNDARY,OP=NEW 100,1,6,0.0 2,4,6,0.0 2,1,1,0.2 2,2,2,0.4 4,1,2,0.0 4,4,6,0.0 *CLOAD, OP=NEW 2,3,-300.0 4,3,-300.0 *END STEP ** ** STEP 8: CHANGE FRICTION TO A SLIP VELOCITY DEPENDENT MODEL ** *STEP, NLGEOM, AMP=STEP CHANGE FRICTION TO A SLIP VELOCITY DEPENDENT MODEL *STATIC ,1.0 *CHANGE FRICTION, INTERACTION=CI1 *FRICTION 0.0, *CHANGE FRICTION, INTERACTION=CI2 *FRICTION, EXPONENTIAL DECAY, TEST DATA 0.3, 0.1, 0.2 *BOUNDARY, OP=NEW 100,1,6,0.0 2,1,2,0.0 2,4,6,0.0 4,1,2,0.0 4,4,6,0.0 *CLOAD, OP=NEW 2,3,-300.0 4,3,-300.0 *CONTACT PRINT,F=0,SLAVE=CN1,MASTER=RS1 *OUTPUT,FIELD,FREQ=0 *CONTACT OUTPUT,VARIABLE=PRESELECT,SLAVE=CN1,MASTER=RS1 *CONTACT PRINT,F=0,SLAVE=CN2,MASTER=RS1 *OUTPUT,FIELD,FREQ=0 *CONTACT OUTPUT,VARIABLE=PRESELECT,SLAVE=CN2,MASTER=RS1 CSTRESS,CDISP *END STEP ** ** STEP 9: SLIP IN THE X DIRECTION WITH VARIABLE SLIP RATE ** *STEP, NLGEOM SLIP IN THE X DIRECTION WITH A VARIABLE SLIP RATE *STATIC .1,1.0 *BOUNDARY, OP=MOD, AMP=AMP1 4,1,1,1.0 *CONTACT PRINT,F=99,SLAVE=CN2,MASTER=RS1 *OUTPUT,FIELD,FREQ=1 *CONTACT OUTPUT,VARIABLE=PRESELECT,SLAVE=CN2,MASTER=RS1 *END STEP