$ includes new (R5.1.0) linear, resultant beam formulation 13 *KEYWORD *PART beams 3,3,1 *section_beam $3,1 $1.5,1.5, 0.5,0.5 3,13 $ A, Iss, Itt, J, SA 0.75, 0.015625, 0.140625, 0.01, 0.75 *node 1001,0,0,20 *element_beam 1,3,6,7,1001 2,3,17,18,1001 *TITLE linear transient analysis via modal superposition *SECTION_SHELL $1,16,,2 $1,6,,2 1,18,,2 $1,20,,2 0.5000000 0.5000000 0.5000000 0.5000000 0.0000000 *control_implicit_general 1,.1 *control_implicit_solution 1 *database_extent_binary ,,,1 $*load_rigid_body $2,2,3,-.1 *load_node 11,2,3,-.05 22,2,3,-.05 *DEFINE_CURVE 3 0.00000000E+00 0.00000000E+00 1.00000001E-01 1.00000000E+00 100. 1. *set_node 1 1,12 *boundary_spc_set 1,,1,1,1,1,1,1 *database_nodal_force_group 1 *database_spcforc 0.01 *database_nodfor 0.01 *database_rbdout 1.e-6 *define_curve 33 0,0 100,0 *DATABASE_BINARY_D3PLOT 0.001 *interface_springback_lsdyna 111 *set_part 111 1 *database_nodout 3.e-3 *set_part 1 1 *database_history_shell 1 *database_history_node 11 *database_elout 3.e-3 *CONTROL_TERMINATION 0.1 $*mat_plastic_kinematic $1,7.e-5,3e5,.3,3.5,3e2 $ *MAT_ELASTIC 1 7.00000-4 3.00000+5 0.3000000 *MAT_rigid 2 7.00000-4 6.00000+5 0.3000000 *PART 1 1 1 0 0 0 0 0 *PART 2 1 2 0 0 0 0 0 *NODE 1 0.000000000E+00 0.000000000E+00 0.000000000E+00 2 3.000000000E+00 0.000000000E+00 3.330669074E-16 0 0 3 6.000000000E+00 0.000000000E+00 0.000000000E+00 0 0 4 9.000000000E+00 0.000000000E+00 0.000000000E+00 0 0 5 1.200000000E+01 0.000000000E+00 0.000000000E+00 0 0 6 1.500000000E+01 0.000000000E+00 0.000000000E+00 0 0 7 1.800000000E+01 0.000000000E+00 3.330669074E-16 0 0 8 2.100000000E+01 0.000000000E+00 0.000000000E+00 0 0 9 2.400000000E+01 0.000000000E+00 0.000000000E+00 0 0 10 2.700000000E+01 0.000000000E+00 0.000000000E+00 0 0 11 3.000000000E+01 0.000000000E+00 0.000000000E+00 0 0 12 0.000000000E+00 0.000000000E+00-3.000000000E+00 13 3.000000000E+00 0.000000000E+00-3.000000000E+00 0 0 14 6.000000000E+00 0.000000000E+00-3.000000000E+00 0 0 15 9.000000000E+00 0.000000000E+00-3.000000000E+00 0 0 16 1.200000000E+01 0.000000000E+00-3.000000000E+00 0 0 17 1.500000000E+01 0.000000000E+00-3.000000000E+00 0 0 18 1.800000000E+01 0.000000000E+00-3.000000000E+00 0 0 19 2.100000000E+01 0.000000000E+00-3.000000000E+00 0 0 20 2.400000000E+01 0.000000000E+00-3.000000000E+00 0 0 21 2.700000000E+01 0.000000000E+00-3.000000000E+00 0 0 22 3.000000000E+01 0.000000000E+00-3.000000000E+00 0 0 *ELEMENT_SHELL 1 1 1 12 13 2 2 1 2 13 14 3 3 1 3 14 15 4 4 1 4 15 16 5 5 1 5 16 17 6 $ 6 1 6 17 18 7 7 1 7 18 19 8 8 1 8 19 20 9 9 1 9 20 21 10 $ 10 2 10 21 22 11 10 1 10 21 22 11 *END