*KEYWORD long=y $ Written by FieldCraft: implicit linear analysis, long format (20-column fields). $ Units: mm-t-s-N-MPa (consistent; nothing is converted). $ 2 steps are written as *CASE analyses: run LS-DYNA with CASE on its command line. *NODE $ nid x y z 1 0.0 0.0 0.0 2 1.0 0.0 0.0 3 2.0 0.0 0.0 4 3.0 0.0 0.0 5 4.0 0.0 0.0 6 0.0 1.0 0.0 7 1.0 1.0 0.0 8 2.0 1.0 0.0 9 3.0 1.0 0.0 10 4.0 1.0 0.0 11 0.0 0.0 1.0 12 1.0 0.0 1.0 13 2.0 0.0 1.0 14 3.0 0.0 1.0 15 4.0 0.0 1.0 16 0.0 1.0 1.0 17 1.0 1.0 1.0 18 2.0 1.0 1.0 19 3.0 1.0 1.0 20 4.0 1.0 1.0 99999999 5.0 0.5 0.5 *MAT_ORTHOTROPIC_ELASTIC_TITLE Ply $ mid ro ea eb ec prba prca prcb 1 1.6e-9 140000.0 10000.0 10000.0 0.02142857142857143 0.02142857142857143 0.45 $ gab gbc gca aopt 5000.0 3500.0 5000.0 2.0 $ xp yp zp a1 a2 a3 1.0 0.0 0.0 $ v1 v2 v3 d1 d2 d3 0.0 1.0 0.0 *SECTION_SOLID $ secid elform 1 -18 *PART beam $ pid secid mid eosid hgid 1 1 1 *ELEMENT_SOLID $ eid pid $ n1 n2 n3 n4 n5 n6 n7 n8 n9 n10 1 1 1 2 7 6 11 12 17 16 2 1 2 3 8 7 12 13 18 17 3 1 3 4 9 8 13 14 19 18 4 1 4 5 10 9 14 15 20 19 *SET_NODE_LIST_TITLE root $ sid 2 1 6 11 16 *SET_NODE_LIST_TITLE pad (rigid body) $ sid 4 99999999 5 10 15 20 *CONSTRAINED_NODAL_RIGID_BODY_TITLE pad $ pid cid nsid 2 4 *CASE_BEGIN_1 *TITLE Bend *CONTROL_IMPLICIT_GENERAL $ imflag dt0 1 1.0 *CONTROL_IMPLICIT_SOLUTION $ nsolvr 1 *CONTROL_TERMINATION $ endtim 1.0 *DEFINE_CURVE_TITLE Bend ramp $ lcid 1 $ a1 o1 0.0 0.0 1.0 1.0 *BOUNDARY_SPC_SET_ID 1clamp $ nsid cid dofx dofy dofz dofrx dofry dofrz 2 1 1 1 1 1 1 *LOAD_NODE_POINT $ nid dof lcid sf 99999999 2 1 -10.0 99999999 5 1 250.0 *DATABASE_BINARY_D3PLOT $ dt 1.0 *DATABASE_SPCFORC $ dt 1.0 *DATABASE_EXTENT_BINARY $ neiph neips maxint strflg 1 *CASE_END_1 *CASE_BEGIN_2 *TITLE Modes *CONTROL_IMPLICIT_GENERAL $ imflag dt0 1 1.0 *CONTROL_IMPLICIT_EIGENVALUE $ neig center lflag lftend rflag rhtend 6 1 1.0 1 5000.0 *CONTROL_TERMINATION $ endtim 1.0 *BOUNDARY_SPC_SET_ID 2clamp $ nsid cid dofx dofy dofz dofrx dofry dofrz 2 1 1 1 1 1 1 *CASE_END_2 *END