*HEADING Verification of elastic material model with cohesive elements *PREPRINT, MODEL=YES *NODE,NSET=COH3D8 11, 0., 0., 0. 12, 0., 0., 2. 13, 2., 0., 2. 14, 2., 0., 0. 15, 0., 2., 0. 16, 0., 2., 2. 17, 2., 2., 2. 18, 2., 2., 0. *SYSTEM 0., 3., 0. *NODE,NSET=COH3D6 21, 0., 0., 0. 22, 0., 0., 2. 23, 2., 0., 2. 24, 2., 0., 0. 25, 0., 2., 0. 26, 0., 2., 2. 27, 2., 2., 2. 28, 2., 2., 0. *SYSTEM 0., 6., 0. *NODE,NSET=COH2D4 31, 0., 0., 0. 32, 2., 0., 0. 33, 2., 2., 0. 34, 0., 2., 0. *SYSTEM 0., 9., 0. *NODE,NSET=COHAX4 41, 2., 0., 0. 42, 4., 0., 0. 43, 4., 2., 0. 44, 2., 2., 0. *ELEMENT,TYPE=COH3D8, ELSET=COH3D8 11, 11, 12, 13, 14, 15, 16, 17, 18 *ELEMENT,TYPE=COH3D6, ELSET=COH3D6 21, 21, 22, 23, 25, 26, 27 22, 24, 21, 23, 28, 25, 27 *ELEMENT,TYPE=COH2D4, ELSET=COH2D4 31, 31, 32, 33, 34 *ELEMENT,TYPE=COHAX4, ELSET=COHAX4 41, 41, 42, 43, 44 *NSET, NSET=NALL COH3D8, COH3D6, COH2D4, COHAX4 *ELSET, ELSET=EALL COH3D8, COH3D6, COH2D4, COHAX4 *COHESIVE SECTION, THICKNESS=GEOMETRY, MATERIAL=COH, ELSET=EALL, RESPONSE=GASKET *MATERIAL,NAME=COH *DENSITY 1000. *ELASTIC 200.0E9,0.3 *NSET, NSET=QA_TEST_NALL NALL *ELSET, ELSET=QA_TEST_EALL EALL *NSET, NSET=TOP_3D8 15, 16, 17, 18 *NSET, NSET=TOP_3D6 25, 26, 27, 28 *NSET, NSET=TOP_2D4 33, 34 *NSET, NSET=TOP_AX4 43, 44 *NSET, NSET=BOT_ALL 11, 12, 13, 14, 21, 22, 23, 24, 31, 32, 41, 42 *NSET, NSET=TOP_3D TOP_3D8, 16, TOP_3D6, 26 *NSET, NSET=TOP_2D 33, 34, 43, 44 *BOUNDARY TOP_3D, 1, 1 TOP_3D, 3, 3 TOP_2D, 1, 1 BOT_ALL, 1, 3 *STEP *DYNAMIC, EXPLICIT , 0.1 *BOUNDARY, TYPE=VELOCITY TOP_3D8, 2, 2, 2. TOP_3D6, 2, 2, 2. TOP_2D4, 2, 2, 2. TOP_AX4, 2, 2, 2. *OUTPUT,FIELD, NUMBER INTERVAL=1, TIME MARKS=YES *ELEMENT OUTPUT, ELSET=QA_TEST_EALL S, LE, NE *NODE OUTPUT,NSET=QA_TEST_NALL U, *OUTPUT,HISTORY, TIME INTERVAL=0.01 *ELEMENT OUTPUT, ELSET=QA_TEST_EALL S, LE, NE *NODE OUTPUT,NSET=QA_TEST_NALL U, *ENERGY OUTPUT, ELSET=COH3D8 ALLSE, ALLIE *ENERGY OUTPUT, ELSET=COH3D6 ALLSE, ALLIE *ENERGY OUTPUT, ELSET=COH2D4 ALLSE, ALLIE *ENERGY OUTPUT, ELSET=COHAX4 ALLSE, ALLIE *ENERGY OUTPUT ETOTAL, ALLWK *END STEP