栏四模式泰勒条触动硬墙栏使用SPH法分解Lagrangian和Eulerian方法比较ALE课程解决问题//www.cannycloudtech.com/sph/bar-iv//www.cannycloudtech.com/@@site-logo/LS-DYNA-Examples-Logo480x80.png
栏四
模式泰勒条触动硬墙栏使用SPH法分解Lagrangian和Eulerian方法比较ALE课程解决问题
*CONTROL_CONTACT *CONTROL_CPU *CONTROL_DAMPING *CONTROL_ENERGY *CONTROL_OUTPUT *CONTROL_SHELL *CONTROL_SPH *CONTROL_STRUCTURED *CONTROL_TERMINATION *CONTROL_TIMESTEP *DATABASE_BINARY_D3PLOT *DATABASE_ELOUT *DATABASE_EXTENT_BINARY *DATABASE_GLSTAT *DATABASE_HISTORY_NODE *DATABASE_HISTORY_SOLID *DATABASE_HISTORY_SPH *DATABASE_MATSUM *DATABASE_NODOUT *DATABASE_SPHOUT *DEFINE_BOX *ELEMENT_SOLID *ELEMENT_SPH *END *EOS_GRUNEISEN *INITIAL_VELOCITY *KEYWORD *MAT_ELASTIC_PLASTIC_HYDRO *MAT_PIECEWISE_LINEAR_PLASTICITY *MAT_PLASTIC_KINEMATIC *NODE *PART *RIGIDWALL_PLANAR *SECTION_SOLID *SECTION_SPH *SET_NODE_LIST_GENERATE *TITLE
*KEYWORD *CONTROL_STRUCTURED *TITLE Taylor test (law3) *DATABASE_ELOUT 1.00000-3 *DATABASE_NODOUT 1.00000-3 *DATABASE_SPHOUT 1.00000-3 *DATABASE_HISTORY_SOLID 1 $*DATABASE_HISTORY_NODE $ 1000001 1 *DATABASE_HISTORY_SPH 1001001 1003333 1002222 1003663 *CONTROL_TERMINATION 0.2000000 0 0.0000000 0 0.0000000 *CONTROL_TIMESTEP 0.0000000 0.8000000 0 0.0000000 0.0000000 0 0 0 *CONTROL_SHELL 0.0000000 0 0 0 9 0 0 *CONTROL_DAMPING 0 0.0000000 0.0000000 0.0000000 0.0000000 0 0.0000000 0 *CONTROL_CONTACT 0.0000000 0.0000000 0 0 0 0 0 0 0 0 0 0.0000000 0 0 0 *CONTROL_OUTPUT 0 0 0 0 0.0000000 0 0 *CONTROL_ENERGY 1 2 1 1 *CONTROL_SPH control card 0 *DATABASE_MATSUM 1.00000-5 *DATABASE_GLSTAT 1.00000-5 *DATABASE_BINARY_D3PLOT 5.00000-3 0 *DATABASE_EXTENT_BINARY 0 0 0 0 0 0 0 0 0 0 0 0 0 0 *CONTROL_CPU 0.0000000 *MAT_PIECEWISE_LINEAR_PLASTICITY 21 8.90000-3 1.00000+5 0.3300000 180.00000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0 0 0.0000000 0.4982001 0.9982001 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 180.00000 250.00000 280.00000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 *MAT_ELASTIC_PLASTIC_HYDRO 2 8.90000-3 37593.000 180.00000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 *EOS_GRUNEISEN 2 3958.0000 1.4970001 0.0000000 0.0000000 2.0000000 0.0000000 0.0000000 0.0000000 *MAT_PLASTIC_KINEMATIC 3 8.90000-3 1.00000+5 0.3300000 180.00000 0.0000000 0.0000000 0.0000000 *SECTION_SOLID 1 0 *SECTION_SPH 2 1.2000000 *PART material type # 24 (elastic-plastic with failure) 11 1 21 0 0 0 0 0 *PART material type #10 (elastic-plastic-hydrodynamic) 101 2 2 2 0 0 0 0 *NODE $ *ELEMENT_SOLID 1 11 1 2 4 3 5 6 8 7 *RIGIDWALL_PLANAR 0 0 1 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 1.0000000 0.0000000 *DEFINE_BOX 1-4.0000000 4.0000000-4.0000000 4.0000000 0.0000000 21.000000 *INITIAL_VELOCITY 101 0 1 0.0000000 0.0000000 -100.0000 0.0000000 0.0000000 0.0000000 0.0000000 *NODE $ *SET_NODE_LIST_GENERATE 101 1000001 1004425 *ELEMENT_SPH $ *END