# Verification problem: V06 - Impacting Blocks # # PROBLEM DESCRIPTION # The problem consists of two steel blocks in contact. They slide # relatve to each other. The top block is elastic while to bottom is # rigid. A special layer handles the contact sensitivity and friction # The lower surface of the block is fully constrained. The top block # has a constant force of 10E9 N applied at an angle alpha, equal to # the angle of friction of the contact surface. # # alpha = 1 / tan(my) # # Top block has an initial velocity of 10 m/s in the x-direction # # MODEL DESCRIPTION # Both blocks are modeled using SOLID_6 elements and # use elastic materials. A rigid body connects all the nodes # on the upper block to enable a uniform velocity. # The contact surface is enabled bu applying CONTACT_TRIANGLE # elements on the underside of the moving block. They also # ahndles the friction. # # ENGINEERING DATA # Density = 7800 kg/m3 # Youngs modulus = 210E9 N/m2 # Poissons ratio = 0.3 # Friction coeff = 0.2 # # REFERENCE RESULTS # Since the angle alpha of the force is equal to the angle of friction, # the components of the applied force in the x-direction should be # balanced by the frictional force and the velocity of the top block in # the x-direction should remain constant at 10 m/s. # # COMPARISON OF RESULTS # The x-velocity remains constant at 10 m/s with a dynamic oscillarion # of about 1 m/s superimposed. The y-velocity oscillates about zero # with an amplitude of 3-4 m/s. The theoretical movement of the block # is 1m at 0.1 seconds. Dyna moved the block 1.02 m. Impact to 1.016 m # #------------------------------------------------------------------- # Dimension of Analysis Model: 3 # # Total Number of Elements: 120 # # Total Number of Grid Points: 219 # # Total Number of different Materials: 1 #------------------------------------------------------------------- # ANALYSIS RUN TIME CONTROL CONTROLS run from 0.00000 to 0.11000 step 2e-6 print every 0.010 step print tracker every 0.0010 step #------------------------------------------------------------------- # ANALYSIS MODEL MATERIAL CONFIGURATION MATERIALS OF TYPE ELASTIC mat_1 E = 210.00000 RHO = 0.0000078000 NU = 0.300 #------------------------------------------------------------------- # ANALYSIS MODEL NODAL POINT CONFIGURATION NODES 1 x = 10.00000000 y = 0.00000000 z = 0.00000000 constraint = Constr_21 2 x = 10.00000000 y = 1.00000000 z = 0.00000000 3 x = 9.00000000 y = 0.00000000 z = 0.00000000 constraint = Constr_21 4 x = 10.00000000 y = 0.00000000 z = 1.00000000 constraint = Constr_21 5 x = 10.00000000 y = 1.00000000 z = 1.00000000 6 x = 9.00000000 y = 0.00000000 z = 1.00000000 constraint = Constr_21 7 x = 9.00000000 y = 1.00000000 z = 0.00000000 8 x = 9.00000000 y = 1.00000000 z = 1.00000000 9 x = 10.00000000 y = 2.00000000 z = 0.00000000 10 x = 8.00000000 y = 0.00000000 z = 0.00000000 constraint = Constr_21 11 x = 10.00000000 y = 0.00000000 z = 2.00000000 constraint = Constr_21 12 x = 9.00000000 y = 2.00000000 z = 0.00000000 13 x = 10.00000000 y = 2.00000000 z = 1.00000000 14 x = 8.00000000 y = 1.00000000 z = 0.00000000 15 x = 10.00000000 y = 1.00000000 z = 2.00000000 16 x = 8.00000000 y = 0.00000000 z = 1.00000000 constraint = Constr_21 17 x = 9.00000000 y = 0.00000000 z = 2.00000000 constraint = Constr_21 18 x = 9.00000000 y = 2.00000000 z = 1.00000000 19 x = 8.00000000 y = 1.00000000 z = 1.00000000 20 x = 9.00000000 y = 1.00000000 z = 2.00000000 21 x = 8.00000000 y = 2.00000000 z = 0.00000000 22 x = 10.00000000 y = 2.00000000 z = 2.00000000 23 x = 8.00000000 y = 0.00000000 z = 2.00000000 constraint = Constr_21 24 x = 9.00000000 y = 2.00000000 z = 2.00000000 25 x = 7.00000000 y = 0.00000000 z = 0.00000000 constraint = Constr_21 26 x = 10.00000000 y = 0.00000000 z = 3.00000000 constraint = Constr_21 27 x = 8.00000000 y = 1.00000000 z = 2.00000000 28 x = 8.00000000 y = 2.00000000 z = 1.00000000 29 x = 10.00000000 y = 1.00000000 z = 3.00000000 30 x = 7.00000000 y = 0.00000000 z = 1.00000000 constraint = Constr_21 31 x = 9.00000000 y = 0.00000000 z = 3.00000000 constraint = Constr_21 32 x = 7.00000000 y = 1.00000000 z = 0.00000000 33 x = 9.00000000 y = 1.00000000 z = 3.00000000 34 x = 7.00000000 y = 1.00000000 z = 1.00000000 35 x = 8.00000000 y = 2.00000000 z = 2.00000000 36 x = 7.00000000 y = 2.00000000 z = 0.00000000 37 x = 10.00000000 y = 2.00000000 z = 3.00000000 38 x = 7.00000000 y = 0.00000000 z = 2.00000000 constraint = Constr_21 39 x = 8.00000000 y = 0.00000000 z = 3.00000000 constraint = Constr_21 40 x = 9.00000000 y = 2.00000000 z = 3.00000000 41 x = 8.00000000 y = 1.00000000 z = 3.00000000 42 x = 7.00000000 y = 2.00000000 z = 1.00000000 43 x = 7.00000000 y = 1.00000000 z = 2.00000000 44 x = 10.00000000 y = 0.00000000 z = 4.00000000 constraint = Constr_21 45 x = 6.00000000 y = 0.00000000 z = 0.00000000 constraint = Constr_21 46 x = 6.50000000 y = 2.00100000 z = 0.50000000 47 x = 8.00000000 y = 2.00000000 z = 3.00000000 48 x = 10.00000000 y = 1.00000000 z = 4.00000000 49 x = 9.00000000 y = 0.00000000 z = 4.00000000 constraint = Constr_21 50 x = 6.00000000 y = 1.00000000 z = 0.00000000 51 x = 6.00000000 y = 0.00000000 z = 1.00000000 constraint = Constr_21 52 x = 7.00000000 y = 2.00000000 z = 2.00000000 53 x = 9.00000000 y = 1.00000000 z = 4.00000000 54 x = 7.00000000 y = 0.00000000 z = 3.00000000 constraint = Constr_21 55 x = 6.00000000 y = 1.00000000 z = 1.00000000 56 x = 7.00000000 y = 1.00000000 z = 3.00000000 57 x = 10.00000000 y = 2.00000000 z = 4.00000000 58 x = 6.00000000 y = 2.00000000 z = 0.00000000 59 x = 8.00000000 y = 0.00000000 z = 4.00000000 constraint = Constr_21 60 x = 6.00000000 y = 0.00000000 z = 2.00000000 constraint = Constr_21 61 x = 6.50000000 y = 2.00100000 z = 2.00000000 62 x = 6.00000000 y = 2.00000000 z = 1.00000000 63 x = 8.00000000 y = 1.00000000 z = 4.00000000 64 x = 9.00000000 y = 2.00000000 z = 4.00000000 65 x = 6.00000000 y = 1.00000000 z = 2.00000000 66 x = 6.50000000 y = 3.00050000 z = 0.50000000 constraint = Move 67 x = 7.00000000 y = 2.00000000 z = 3.00000000 68 x = 6.00000000 y = 2.00000000 z = 2.00000000 69 x = 8.00000000 y = 2.00000000 z = 4.00000000 70 x = 5.50000000 y = 2.00100000 z = 0.50000000 constraint = Move 71 x = 5.00000000 y = 0.00000000 z = 0.00000000 constraint = Constr_21 72 x = 7.00000000 y = 0.00000000 z = 4.00000000 constraint = Constr_21 73 x = 6.00000000 y = 0.00000000 z = 3.00000000 constraint = Constr_21 74 x = 6.50000000 y = 3.00050000 z = 2.00000000 constraint = Move 75 x = 5.00000000 y = 1.00000000 z = 0.00000000 76 x = 5.00000000 y = 0.00000000 z = 1.00000000 constraint = Constr_21 77 x = 6.00000000 y = 1.00000000 z = 3.00000000 78 x = 7.00000000 y = 1.00000000 z = 4.00000000 79 x = 5.00000000 y = 1.00000000 z = 1.00000000 80 x = 5.50000000 y = 2.00100000 z = 2.00000000 constraint = Move 81 x = 6.50000000 y = 4.00000000 z = 0.50000000 constraint = Constr_22 82 x = 6.50000000 y = 2.00100000 z = 3.50000000 constraint = Move 83 x = 6.00000000 y = 2.00000000 z = 3.00000000 84 x = 5.00000000 y = 2.00000000 z = 0.00000000 85 x = 7.00000000 y = 2.00000000 z = 4.00000000 86 x = 5.00000000 y = 0.00000000 z = 2.00000000 constraint = Constr_21 87 x = 5.50000000 y = 3.00050000 z = 0.50000000 constraint = Move 88 x = 5.00000000 y = 2.00000000 z = 1.00000000 89 x = 5.00000000 y = 1.00000000 z = 2.00000000 90 x = 6.00000000 y = 0.00000000 z = 4.00000000 constraint = Constr_21 91 x = 6.50000000 y = 4.00000000 z = 2.00000000 constraint = Constr_22 92 x = 5.00000000 y = 2.00000000 z = 2.00000000 93 x = 6.00000000 y = 1.00000000 z = 4.00000000 94 x = 5.50000000 y = 3.00050000 z = 2.00000000 constraint = Move 95 x = 6.50000000 y = 3.00050000 z = 3.50000000 constraint = Move 96 x = 5.00000000 y = 0.00000000 z = 3.00000000 constraint = Constr_21 97 x = 4.50000000 y = 2.00100000 z = 0.50000000 constraint = Move 98 x = 5.00000000 y = 1.00000000 z = 3.00000000 99 x = 4.00000000 y = 0.00000000 z = 0.00000000 constraint = Constr_21 100 x = 6.00000000 y = 2.00000000 z = 4.00000000 101 x = 5.50000000 y = 4.00000000 z = 0.50000000 constraint = Constr_22 102 x = 5.50000000 y = 2.00100000 z = 3.50000000 constraint = Move 103 x = 4.00000000 y = 1.00000000 z = 0.00000000 104 x = 4.00000000 y = 0.00000000 z = 1.00000000 constraint = Constr_21 105 x = 5.00000000 y = 2.00000000 z = 3.00000000 106 x = 4.00000000 y = 1.00000000 z = 1.00000000 107 x = 4.50000000 y = 2.00100000 z = 2.00000000 constraint = Move 108 x = 4.50000000 y = 3.00050000 z = 0.50000000 constraint = Move 109 x = 4.00000000 y = 2.00000000 z = 0.00000000 110 x = 4.00000000 y = 0.00000000 z = 2.00000000 constraint = Constr_21 111 x = 5.50000000 y = 4.00000000 z = 2.00000000 constraint = Constr_22 112 x = 6.50000000 y = 4.00000000 z = 3.50000000 constraint = Constr_22 113 x = 5.00000000 y = 0.00000000 z = 4.00000000 constraint = Constr_21 114 x = 4.00000000 y = 2.00000000 z = 1.00000000 115 x = 4.00000000 y = 1.00000000 z = 2.00000000 116 x = 5.50000000 y = 3.00050000 z = 3.50000000 constraint = Move 117 x = 5.00000000 y = 1.00000000 z = 4.00000000 118 x = 4.50000000 y = 3.00050000 z = 2.00000000 constraint = Move 119 x = 4.00000000 y = 2.00000000 z = 2.00000000 120 x = 5.00000000 y = 2.00000000 z = 4.00000000 121 x = 4.00000000 y = 0.00000000 z = 3.00000000 constraint = Constr_21 122 x = 4.00000000 y = 1.00000000 z = 3.00000000 123 x = 4.50000000 y = 4.00000000 z = 0.50000000 constraint = Constr_22 124 x = 4.50000000 y = 2.00100000 z = 3.50000000 constraint = Move 125 x = 3.50000000 y = 2.00100000 z = 0.50000000 constraint = Move 126 x = 5.50000000 y = 4.00000000 z = 3.50000000 constraint = Constr_22 127 x = 3.00000000 y = 0.00000000 z = 0.00000000 constraint = Constr_21 128 x = 4.00000000 y = 2.00000000 z = 3.00000000 129 x = 3.00000000 y = 1.00000000 z = 0.00000000 130 x = 3.00000000 y = 0.00000000 z = 1.00000000 constraint = Constr_21 131 x = 4.50000000 y = 4.00000000 z = 2.00000000 constraint = Constr_22 132 x = 3.50000000 y = 2.00100000 z = 2.00000000 constraint = Move 133 x = 3.00000000 y = 1.00000000 z = 1.00000000 134 x = 4.50000000 y = 3.00050000 z = 3.50000000 constraint = Move 135 x = 3.50000000 y = 3.00050000 z = 0.50000000 constraint = Move 136 x = 4.00000000 y = 0.00000000 z = 4.00000000 constraint = Constr_21 137 x = 4.00000000 y = 1.00000000 z = 4.00000000 138 x = 3.00000000 y = 2.00000000 z = 0.00000000 139 x = 3.00000000 y = 0.00000000 z = 2.00000000 constraint = Constr_21 140 x = 3.00000000 y = 2.00000000 z = 1.00000000 141 x = 3.00000000 y = 1.00000000 z = 2.00000000 142 x = 3.50000000 y = 3.00050000 z = 2.00000000 constraint = Move 143 x = 4.00000000 y = 2.00000000 z = 4.00000000 144 x = 3.00000000 y = 2.00000000 z = 2.00000000 145 x = 3.00000000 y = 0.00000000 z = 3.00000000 constraint = Constr_21 146 x = 3.50000000 y = 4.00000000 z = 0.50000000 constraint = Constr_22 147 x = 4.50000000 y = 4.00000000 z = 3.50000000 constraint = Constr_22 148 x = 3.50000000 y = 2.00100000 z = 3.50000000 constraint = Move 149 x = 3.00000000 y = 1.00000000 z = 3.00000000 150 x = 2.50000000 y = 2.00100000 z = 0.50000000 constraint = Move 151 x = 3.00000000 y = 2.00000000 z = 3.00000000 152 x = 3.50000000 y = 4.00000000 z = 2.00000000 constraint = Constr_22 153 x = 3.50000000 y = 3.00050000 z = 3.50000000 constraint = Move 154 x = 2.00000000 y = 0.00000000 z = 0.00000000 constraint = Constr_21 155 x = 2.50000000 y = 2.00100000 z = 2.00000000 constraint = Move 156 x = 3.00000000 y = 0.00000000 z = 4.00000000 constraint = Constr_21 157 x = 2.00000000 y = 1.00000000 z = 0.00000000 158 x = 2.00000000 y = 0.00000000 z = 1.00000000 constraint = Constr_21 159 x = 2.50000000 y = 3.00050000 z = 0.50000000 constraint = Move 160 x = 3.00000000 y = 1.00000000 z = 4.00000000 161 x = 2.00000000 y = 1.00000000 z = 1.00000000 162 x = 2.00000000 y = 2.00000000 z = 0.00000000 163 x = 2.00000000 y = 0.00000000 z = 2.00000000 constraint = Constr_21 164 x = 3.00000000 y = 2.00000000 z = 4.00000000 165 x = 2.00000000 y = 2.00000000 z = 1.00000000 166 x = 2.00000000 y = 1.00000000 z = 2.00000000 167 x = 2.50000000 y = 3.00050000 z = 2.00000000 constraint = Move 168 x = 3.50000000 y = 4.00000000 z = 3.50000000 constraint = Constr_22 169 x = 2.00000000 y = 2.00000000 z = 2.00000000 170 x = 2.50000000 y = 4.00000000 z = 0.50000000 constraint = Constr_22 171 x = 2.50000000 y = 2.00100000 z = 3.50000000 constraint = Move 172 x = 2.00000000 y = 0.00000000 z = 3.00000000 constraint = Constr_21 173 x = 2.00000000 y = 1.00000000 z = 3.00000000 174 x = 2.50000000 y = 4.00000000 z = 2.00000000 constraint = Constr_22 175 x = 1.50000000 y = 2.00100000 z = 0.50000000 constraint = Move 176 x = 2.00000000 y = 2.00000000 z = 3.00000000 177 x = 2.50000000 y = 3.00050000 z = 3.50000000 constraint = Move 178 x = 2.00000000 y = 0.00000000 z = 4.00000000 constraint = Constr_21 179 x = 1.50000000 y = 2.00100000 z = 2.00000000 constraint = Move 180 x = 2.00000000 y = 1.00000000 z = 4.00000000 181 x = 1.00000000 y = 0.00000000 z = 0.00000000 constraint = Constr_21 182 x = 1.50000000 y = 3.00050000 z = 0.50000000 constraint = Move 183 x = 1.00000000 y = 1.00000000 z = 0.00000000 184 x = 1.00000000 y = 0.00000000 z = 1.00000000 constraint = Constr_21 185 x = 1.00000000 y = 1.00000000 z = 1.00000000 186 x = 2.00000000 y = 2.00000000 z = 4.00000000 187 x = 2.50000000 y = 4.00000000 z = 3.50000000 constraint = Constr_22 188 x = 1.00000000 y = 2.00000000 z = 0.00000000 189 x = 1.00000000 y = 0.00000000 z = 2.00000000 constraint = Constr_21 190 x = 1.50000000 y = 3.00050000 z = 2.00000000 constraint = Move 191 x = 1.00000000 y = 2.00000000 z = 1.00000000 192 x = 1.00000000 y = 1.00000000 z = 2.00000000 193 x = 1.50000000 y = 4.00000000 z = 0.50000000 constraint = Constr_22 194 x = 1.50000000 y = 2.00100000 z = 3.50000000 constraint = Move 195 x = 1.00000000 y = 2.00000000 z = 2.00000000 196 x = 1.00000000 y = 0.00000000 z = 3.00000000 constraint = Constr_21 197 x = 1.00000000 y = 1.00000000 z = 3.00000000 198 x = 1.50000000 y = 4.00000000 z = 2.00000000 constraint = Constr_22 199 x = 1.50000000 y = 3.00050000 z = 3.50000000 constraint = Move 200 x = 1.00000000 y = 2.00000000 z = 3.00000000 201 x = 1.00000000 y = 0.00000000 z = 4.00000000 constraint = Constr_21 202 x = 1.00000000 y = 1.00000000 z = 4.00000000 203 x = 0.00000000 y = 0.00000000 z = 0.00000000 constraint = Constr_21 204 x = 1.50000000 y = 4.00000000 z = 3.50000000 constraint = Constr_22 205 x = 0.00000000 y = 1.00000000 z = 0.00000000 206 x = 1.00000000 y = 2.00000000 z = 4.00000000 207 x = 0.00000000 y = 0.00000000 z = 1.00000000 constraint = Constr_21 208 x = 0.00000000 y = 1.00000000 z = 1.00000000 209 x = 0.00000000 y = 2.00000000 z = 0.00000000 210 x = 0.00000000 y = 0.00000000 z = 2.00000000 constraint = Constr_21 211 x = 0.00000000 y = 2.00000000 z = 1.00000000 212 x = 0.00000000 y = 1.00000000 z = 2.00000000 213 x = 0.00000000 y = 2.00000000 z = 2.00000000 214 x = 0.00000000 y = 0.00000000 z = 3.00000000 constraint = Constr_21 215 x = 0.00000000 y = 1.00000000 z = 3.00000000 216 x = 0.00000000 y = 2.00000000 z = 3.00000000 217 x = 0.00000000 y = 0.00000000 z = 4.00000000 constraint = Constr_21 218 x = 0.00000000 y = 1.00000000 z = 4.00000000 219 x = 0.00000000 y = 2.00000000 z = 4.00000000 220 x = 4.0 y = 3.0 z = 2.0 constraint = Move load = push #------------------------------------------------------------------- # ANALYSIS MODEL TRIANGULAR ELEMENT CONFIGURATION ELEMENTS OF TYPE contact_triangle 101 nodes = [70,80,46] t = 0.002 friction = 0.2 factor = 10 102 nodes = [80,61,46] t = 0.002 friction = 0.2 factor = 10 103 nodes = [97,107,70] t = 0.002 friction = 0.2 factor = 10 104 nodes = [107,80,70] t = 0.002 friction = 0.2 factor = 10 105 nodes = [125,132,97] t = 0.002 friction = 0.2 factor = 10 106 nodes = [132,107,97] t = 0.002 friction = 0.2 factor = 10 107 nodes = [150,155,125] t = 0.002 friction = 0.2 factor = 10 108 nodes = [155,132,125] t = 0.002 friction = 0.2 factor = 10 109 nodes = [175,179,150] t = 0.002 friction = 0.2 factor = 10 110 nodes = [179,155,150] t = 0.002 friction = 0.2 factor = 10 111 nodes = [80,102,61] t = 0.002 friction = 0.2 factor = 10 112 nodes = [102,82,61] t = 0.002 friction = 0.2 factor = 10 113 nodes = [107,124,80] t = 0.002 friction = 0.2 factor = 10 114 nodes = [124,102,80] t = 0.002 friction = 0.2 factor = 10 115 nodes = [132,148,107] t = 0.002 friction = 0.2 factor = 10 116 nodes = [148,124,107] t = 0.002 friction = 0.2 factor = 10 117 nodes = [155,171,132] t = 0.002 friction = 0.2 factor = 10 118 nodes = [171,148,132] t = 0.002 friction = 0.2 factor = 10 119 nodes = [179,194,155] t = 0.002 friction = 0.2 factor = 10 120 nodes = [194,171,155] t = 0.002 friction = 0.2 factor = 10 #------------------------------------------------------------------- # ANALYSIS MODEL QUADRILATERAL ELEMENT CONFIGURATION #------------------------------------------------------------------- # ANALYSIS MODEL HEXAHEDRONAL ELEMENT CONFIGURATION ELEMENTS OF TYPE solid_iso_6 1 nodes = [185,191,188,183,208,211,209,205] nip = 8 material = mat_1 2 nodes = [184,185,183,181,207,208,205,203] nip = 8 material = mat_1 3 nodes = [192,195,191,185,212,213,211,208] nip = 8 material = mat_1 4 nodes = [189,192,185,184,210,212,208,207] nip = 8 material = mat_1 5 nodes = [197,200,195,192,215,216,213,212] nip = 8 material = mat_1 6 nodes = [196,197,192,189,214,215,212,210] nip = 8 material = mat_1 7 nodes = [202,206,200,197,218,219,216,215] nip = 8 material = mat_1 8 nodes = [201,202,197,196,217,218,215,214] nip = 8 material = mat_1 9 nodes = [161,165,162,157,185,191,188,183] nip = 8 material = mat_1 10 nodes = [158,161,157,154,184,185,183,181] nip = 8 material = mat_1 11 nodes = [166,169,165,161,192,195,191,185] nip = 8 material = mat_1 12 nodes = [163,166,161,158,189,192,185,184] nip = 8 material = mat_1 13 nodes = [173,176,169,166,197,200,195,192] nip = 8 material = mat_1 14 nodes = [172,173,166,163,196,197,192,189] nip = 8 material = mat_1 15 nodes = [180,186,176,173,202,206,200,197] nip = 8 material = mat_1 16 nodes = [178,180,173,172,201,202,197,196] nip = 8 material = mat_1 17 nodes = [133,140,138,129,161,165,162,157] nip = 8 material = mat_1 18 nodes = [130,133,129,127,158,161,157,154] nip = 8 material = mat_1 19 nodes = [141,144,140,133,166,169,165,161] nip = 8 material = mat_1 20 nodes = [139,141,133,130,163,166,161,158] nip = 8 material = mat_1 21 nodes = [149,151,144,141,173,176,169,166] nip = 8 material = mat_1 22 nodes = [145,149,141,139,172,173,166,163] nip = 8 material = mat_1 23 nodes = [160,164,151,149,180,186,176,173] nip = 8 material = mat_1 24 nodes = [156,160,149,145,178,180,173,172] nip = 8 material = mat_1 25 nodes = [106,114,109,103,133,140,138,129] nip = 8 material = mat_1 26 nodes = [104,106,103,99,130,133,129,127] nip = 8 material = mat_1 27 nodes = [115,119,114,106,141,144,140,133] nip = 8 material = mat_1 28 nodes = [110,115,106,104,139,141,133,130] nip = 8 material = mat_1 29 nodes = [122,128,119,115,149,151,144,141] nip = 8 material = mat_1 30 nodes = [121,122,115,110,145,149,141,139] nip = 8 material = mat_1 31 nodes = [137,143,128,122,160,164,151,149] nip = 8 material = mat_1 32 nodes = [136,137,122,121,156,160,149,145] nip = 8 material = mat_1 33 nodes = [79,88,84,75,106,114,109,103] nip = 8 material = mat_1 34 nodes = [76,79,75,71,104,106,103,99] nip = 8 material = mat_1 35 nodes = [89,92,88,79,115,119,114,106] nip = 8 material = mat_1 36 nodes = [86,89,79,76,110,115,106,104] nip = 8 material = mat_1 37 nodes = [98,105,92,89,122,128,119,115] nip = 8 material = mat_1 38 nodes = [96,98,89,86,121,122,115,110] nip = 8 material = mat_1 39 nodes = [117,120,105,98,137,143,128,122] nip = 8 material = mat_1 40 nodes = [113,117,98,96,136,137,122,121] nip = 8 material = mat_1 41 nodes = [55,62,58,50,79,88,84,75] nip = 8 material = mat_1 42 nodes = [51,55,50,45,76,79,75,71] nip = 8 material = mat_1 43 nodes = [65,68,62,55,89,92,88,79] nip = 8 material = mat_1 44 nodes = [60,65,55,51,86,89,79,76] nip = 8 material = mat_1 45 nodes = [77,83,68,65,98,105,92,89] nip = 8 material = mat_1 46 nodes = [73,77,65,60,96,98,89,86] nip = 8 material = mat_1 47 nodes = [93,100,83,77,117,120,105,98] nip = 8 material = mat_1 48 nodes = [90,93,77,73,113,117,98,96] nip = 8 material = mat_1 49 nodes = [34,42,36,32,55,62,58,50] nip = 8 material = mat_1 50 nodes = [30,34,32,25,51,55,50,45] nip = 8 material = mat_1 51 nodes = [43,52,42,34,65,68,62,55] nip = 8 material = mat_1 52 nodes = [38,43,34,30,60,65,55,51] nip = 8 material = mat_1 53 nodes = [56,67,52,43,77,83,68,65] nip = 8 material = mat_1 54 nodes = [54,56,43,38,73,77,65,60] nip = 8 material = mat_1 55 nodes = [78,85,67,56,93,100,83,77] nip = 8 material = mat_1 56 nodes = [72,78,56,54,90,93,77,73] nip = 8 material = mat_1 57 nodes = [19,28,21,14,34,42,36,32] nip = 8 material = mat_1 58 nodes = [16,19,14,10,30,34,32,25] nip = 8 material = mat_1 59 nodes = [27,35,28,19,43,52,42,34] nip = 8 material = mat_1 60 nodes = [23,27,19,16,38,43,34,30] nip = 8 material = mat_1 61 nodes = [41,47,35,27,56,67,52,43] nip = 8 material = mat_1 62 nodes = [39,41,27,23,54,56,43,38] nip = 8 material = mat_1 63 nodes = [63,69,47,41,78,85,67,56] nip = 8 material = mat_1 64 nodes = [59,63,41,39,72,78,56,54] nip = 8 material = mat_1 65 nodes = [8,18,12,7,19,28,21,14] nip = 8 material = mat_1 66 nodes = [6,8,7,3,16,19,14,10] nip = 8 material = mat_1 67 nodes = [20,24,18,8,27,35,28,19] nip = 8 material = mat_1 68 nodes = [17,20,8,6,23,27,19,16] nip = 8 material = mat_1 69 nodes = [33,40,24,20,41,47,35,27] nip = 8 material = mat_1 70 nodes = [31,33,20,17,39,41,27,23] nip = 8 material = mat_1 71 nodes = [53,64,40,33,63,69,47,41] nip = 8 material = mat_1 72 nodes = [49,53,33,31,59,63,41,39] nip = 8 material = mat_1 73 nodes = [5,13,9,2,8,18,12,7] nip = 8 material = mat_1 74 nodes = [4,5,2,1,6,8,7,3] nip = 8 material = mat_1 75 nodes = [15,22,13,5,20,24,18,8] nip = 8 material = mat_1 76 nodes = [11,15,5,4,17,20,8,6] nip = 8 material = mat_1 77 nodes = [29,37,22,15,33,40,24,20] nip = 8 material = mat_1 78 nodes = [26,29,15,11,31,33,20,17] nip = 8 material = mat_1 79 nodes = [48,57,37,29,53,64,40,33] nip = 8 material = mat_1 80 nodes = [44,48,29,26,49,53,33,31] nip = 8 material = mat_1 81 nodes = [94,74,66,87,111,91,81,101] nip = 8 material = mat_1 82 nodes = [118,94,87,108,131,111,101,123] nip = 8 material = mat_1 83 nodes = [142,118,108,135,152,131,123,146] nip = 8 material = mat_1 84 nodes = [167,142,135,159,174,152,146,170] nip = 8 material = mat_1 85 nodes = [190,167,159,182,198,174,170,193] nip = 8 material = mat_1 86 nodes = [116,95,74,94,126,112,91,111] nip = 8 material = mat_1 87 nodes = [134,116,94,118,147,126,111,131] nip = 8 material = mat_1 88 nodes = [153,134,118,142,168,147,131,152] nip = 8 material = mat_1 89 nodes = [177,153,142,167,187,168,152,174] nip = 8 material = mat_1 90 nodes = [199,177,167,190,204,187,174,198] nip = 8 material = mat_1 91 nodes = [80,61,46,70,94,74,66,87] nip = 8 material = mat_1 92 nodes = [107,80,70,97,118,94,87,108] nip = 8 material = mat_1 93 nodes = [132,107,97,125,142,118,108,135] nip = 8 material = mat_1 94 nodes = [155,132,125,150,167,142,135,159] nip = 8 material = mat_1 95 nodes = [179,155,150,175,190,167,159,182] nip = 8 material = mat_1 96 nodes = [102,82,61,80,116,95,74,94] nip = 8 material = mat_1 97 nodes = [124,102,80,107,134,116,94,118] nip = 8 material = mat_1 98 nodes = [148,124,107,132,153,134,118,142] nip = 8 material = mat_1 99 nodes = [171,148,132,155,177,153,142,167] nip = 8 material = mat_1 100 nodes = [194,171,155,179,199,177,167,190] nip = 8 material = mat_1 CONSTRAINTS OF TYPE boundary_condition Constr_21 ax = 0 ay = 0 az = 0 vx = 0 vy = 0 vz = 0 arx = 0 ary = 0 arz = 0 vrx = 0 vry = 0 vrz = 0 Move ax = [0,0,0.0000001,off,0.2,off] vx = [0,10,0.0000001,off,0.2,off] CONSTRAINTS OF TYPE Rigid_Body Constr_22 master_node = 220 LOADS push fx = 0.19612 fy = -0.98058 TRACKERS OF TYPE NODEDISPLACEMENT 1 node = [80] direction = x filename = Ver_06.trk target = [0.1, 0.001, 1.016, 0.0001] #------------------------------------------------------------------- # END OF FILE #------------------------------------------------------------------- #-------------------------------------------------------------------