*HEADING ** ** Reference for test case: vuinteraction_normal ** *NODE,NSET=NB1 1, 0.,0.,0. 2, 1.,0.,0. 3, 2.,0.,0. 4, 3.,0.,0. 5, 4.,0.,0. 11,0.,1.,0. 12,1.,1.,0. 13,2.,1.,0. 14,3.,1.,0. 15,4.,1.,0. 21,0.,0.,1. 22,1.,0.,1. 23,2.,0.,1. 24,3.,0.,1. 25,4.,0.,1. 31,0.,1.,1. 32,1.,1.,1. 33,2.,1.,1. 34,3.,1.,1. 35,4.,1.,1. *ELEMENT,ELSET=EB1,TYPE=C3D8R 1,1,2,12,11,21,22,32,31 *ELGEN,ELSET=EB1 1,4,1,1 *NSET,NSET=FIX_N 1,2,3,4,5,21,22,23,24,25 *BOUNDARY FIX_N,2,2 1,1,3 5,2,3 ** *NODE,NSET=NB2 101,0.,1.,0. 102,1.,1.,0. 103,2.,1.,0. 104,3.,1.,0. 105,4.,1.,0. 111,0.,2.,0. 112,1.,2.,0. 113,2.,2.,0. 114,3.,2.,0. 115,4.,2.,0. 121,0.,1.,1. 122,1.,1.,1. 123,2.,1.,1. 124,3.,1.,1. 125,4.,1.,1. 131,0.,2.,1. 132,1.,2.,1. 133,2.,2.,1. 134,3.,2.,1. 135,4.,2.,1. *ELEMENT,ELSET=EB2,TYPE=C3D8R 101,101,102,112,111,121,122,132,131 *ELGEN,ELSET=EB2 101,4,1,1 *NSET,NSET=LOAD_N 111,112,113,114,115,131,132,133,134,135 ** *ELSET,ELSET=EALL EB1,EB2 ** *SOLID SECTION,ELSET=EALL,MATERIAL=MAT1 *MATERIAL,NAME=MAT1 *ELASTIC 1.E6,0.2 *DENSITY 1.E1, ** *SURFACE,TYPE=ELEMENT,NAME=SB1 EB1, S5 *SURFACE,TYPE=ELEMENT,NAME=SB2 EB2, S3 ** *AMPLITUDE,NAME=SMOOTH,DEFINITION=SMOOTH STEP 0.,0.,1.E-3,-0.1,5.E-3,1. ** *NSET, NSET=QA_TEST_ALLNODES NB1, NB2 ** *SURFACE INTERACTION,NAME=Default_PP *CONTACT DAMPING,DEFINITION=CRITICAL DAMPING FRACTION 0., ** ** Pressure-overclosure slope = E(interface) / thick(interface) ** Shear traction slope = G(interface) / thick(interface) ** *SURFACE BEHAVIOR,NO SEPARATION,PRESSURE-OVERCLOSURE=LINEAR 1.E6, *FRICTION,ROUGH,SHEAR TRACTION SLOPE=416666.7 ** *STEP *DYNAMIC,EXPLICIT,DIRECT USER CONTROL 5.E-5,5.E-3 ** *BOUNDARY,AMPLITUDE=SMOOTH LOAD_N,2,2,0.001 ** *CONTACT *CONTACT INCLUSIONS SB1, SB2 *CONTACT PROPERTY ASSIGNMENT SB1, SB2, Default_PP ** *OUTPUT, FIELD, NUMBER INTERVAL=1 *NODE OUTPUT,NSET=QA_TEST_ALLNODES U, *OUTPUT,FIELD,VARIABLE=PRESELECT *OUTPUT,HISTORY,VARIABLE=PRESELECT,TIMEINT=0.005 ** *END STEP