** This test verifies displacement type damage evolution with exponential ** softening considering both energy and traction mode mix measures. ** The following have been incorporated in the test: ** 1. Uncoupled modes => *ELASTIC, TYPE=TRACTION ** 2. DAMAGE INITIATION CRITERION = MAXE ** 3. Deformation in each test case is considered either purely normal ** (Mode 1) or purely in the shear (Mode 2) direction. ** 4. No temperature dependence ** 5. Isotropic shear behavior ** 6. Thickness direction = Global 2 direction ** 7. Thickness = 1.0 => Nominal strain = Separation *HEADING Damage test for COH2D4 *PREPRINT, MODEL=YES **##################################### **TEST CASE I: PURE TENSILE (MODE 1) **TEST CASE II: SIMPLE SHEAR (MODE 2) **##################################### *NODE, NSET=SPEC1_MODE1 11, 0., 0. 12, 1., 0. 13, 1., 1. 14, 0., 1. *SYSTEM 2, 0, 0 *NODE, NSET=SPEC1_MODE2 21, 0., 0. 22, 1., 0. 23, 1., 1. 24, 0., 1. *NSET, NSET=SPEC1_MODE1_TOP 13, 14 *NSET, NSET=SPEC1_MODE1_BOT 11, 12 *NSET, NSET=SPEC1_MODE2_TOP 23, 24 *NSET, NSET=SPEC1_MODE2_BOT 21, 22 *ELEMENT, TYPE=COH2D4, ELSET=SPEC1_MODE1 11, 11, 12, 13, 14 *ELEMENT, TYPE=COH2D4, ELSET=SPEC1_MODE2 21, 21, 22, 23, 24 *ELSET, ELSET=EALL_DISP SPEC1_MODE1, SPEC1_MODE2 ** *COHESIVE SECTION, RESPONSE=TRACTION SEPARATION, ELSET=EALL_DISP, MATERIAL=COH_DISP *MATERIAL, NAME=COH_DISP *ELASTIC,TYPE=TRACTION 4.0E6, 2.0E6, 2.0E6 *DAMAGE INITIATION, CRITERION=MAXE 0.002, 0.001 *DAMAGE EVOLUTION, TYPE=DISPLACEMENT, MODE MIX RATIO=TRACTION, MIXED MODE BEHAVIOR=TABULAR, SOFTENING=EXPONENTIAL 0.006, 2.0, 0.0 0.007, 2.0, 1.0 *DENSITY 100. ** **##################################### **TEST CASE III: PURE TENSILE (MODE 1) **TEST CASE IV: SIMPLE SHEAR (MODE 2) **##################################### *SYSTEM 0, 2, 0 *NODE, NSET=SPEC2_MODE1 31, 0., 0. 32, 1., 0. 33, 1., 1. 34, 0., 1. *SYSTEM 2, 2, 0 *NODE, NSET=SPEC2_MODE2 41, 0., 0. 42, 1., 0. 43, 1., 1. 44, 0., 1. *NSET, NSET=SPEC2_MODE1_TOP 33, 34 *NSET, NSET=SPEC2_MODE1_BOT 31, 32 *NSET, NSET=SPEC2_MODE2_TOP 43, 44 *NSET, NSET=SPEC2_MODE2_BOT 41, 42 *ELEMENT, TYPE=COH2D4, ELSET=SPEC2_MODE1 31, 31, 32, 33, 34 *ELEMENT, TYPE=COH2D4, ELSET=SPEC2_MODE2 41, 41, 42, 43, 44 *ELSET, ELSET=EALL_ENER SPEC2_MODE1, SPEC2_MODE2 ** *COHESIVE SECTION, RESPONSE=TRACTION SEPARATION, ELSET=EALL_ENER, MATERIAL=COH_ENER *MATERIAL, NAME=COH_ENER *ELASTIC,TYPE=TRACTION 4.0E6, 2.0E6, 2.0E6 *DAMAGE INITIATION, CRITERION=MAXE 0.002, 0.001 *DAMAGE EVOLUTION, TYPE=DISPLACEMENT, MODE MIX RATIO=ENERGY, MIXED MODE BEHAVIOR=TABULAR, SOFTENING=EXPONENTIAL 0.006, 2.0, 0.0 0.007, 2.0, 1.0 *DENSITY 100. ** *NSET, NSET=NALL_BOT SPEC1_MODE1_BOT, SPEC1_MODE2_BOT, SPEC2_MODE1_BOT, SPEC2_MODE2_BOT *BOUNDARY NALL_BOT, 1, 2 SPEC1_MODE1_TOP, 1, 1 SPEC1_MODE2_TOP, 2, 2 SPEC2_MODE1_TOP, 1, 1 SPEC2_MODE2_TOP, 2, 2 *ELSET, ELSET=QA_TEST_EALL EALL_DISP, EALL_ENER *NSET, NSET=QA_TEST_NALL_TOP SPEC1_MODE1_TOP, SPEC1_MODE2_TOP, SPEC2_MODE1_TOP, SPEC2_MODE2_TOP **##################################### **DYNAMIC, EXPLICIT STEP **##################################### *STEP *DYNAMIC, EXPLICIT , 1.0 *BOUNDARY, TYPE=VELOCITY SPEC1_MODE1_TOP, 2, 2, 0.01 SPEC1_MODE2_TOP, 1, 1, 0.01 SPEC2_MODE1_TOP, 2, 2, 0.01 SPEC2_MODE2_TOP, 1, 1, 0.01 *OUTPUT, FIELD, NUMBER INTERVAL=20, TIME MARKS=YES *ELEMENT OUTPUT, ELSET=QA_TEST_EALL S, SDEG, LE, NE, DMICRT, STATUS *NODE OUTPUT, NSET=QA_TEST_NALL_TOP U, RF *OUTPUT, HISTORY, TIME INTERVAL=0.01 *ELEMENT OUTPUT, ELSET=QA_TEST_EALL S, SDEG, LE, NE, DMICRT, STATUS *ENERGY OUTPUT, ELSET=SPEC1_MODE1 ALLSE, ALLKE, ALLDMD, ALLIE *ENERGY OUTPUT, ELSET=SPEC1_MODE2 ALLSE, ALLKE, ALLDMD, ALLIE *ENERGY OUTPUT, ELSET=SPEC2_MODE1 ALLSE, ALLKE, ALLDMD, ALLIE *ENERGY OUTPUT, ELSET=SPEC2_MODE2 ALLSE, ALLKE, ALLDMD, ALLIE *ENERGY OUTPUT ETOTAL, ALLWK *END STEP