栏五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-v//www.cannycloudtech.com/@@site-logo/LS-DYNA-Examples-Logo480x80.png
栏五
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_EXTENT_BINARY *DATABASE_GLSTAT *DATABASE_MATSUM *DEFINE_BOX *ELEMENT_SOLID *ELEMENT_SPH *END *EOS_GRUNEISEN *INITIAL_VELOCITY *KEYWORD *MAT_ELASTIC_PLASTIC_HYDRO *MAT_PIECEWISE_LINEAR_PLASTICITY *NODE *PART *RIGIDWALL_PLANAR *SECTION_SOLID *SECTION_SPH *SET_NODE_LIST_GENERATE *TITLE
*KEYWORD *CONTROL_STRUCTURED *TITLE Taylor test problem *CONTROL_TERMINATION 0.2000000 0 0.0000000 0 0.0000000 *CONTROL_TIMESTEP 0.0000000 0.0000000 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 carte de control 0 *DATABASE_GLSTAT 4.00000-4 *DATABASE_MATSUM 4.00000-4 *DATABASE_BINARY_D3PLOT 2.00000-3 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 1 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 *SECTION_SOLID 1 0 *SECTION_SPH 2 1.2000000 *PART material type # 24 (elastic-plastic with failure) 1 1 1 0 0 0 0 0 *PART material type #10 (elastic-plastic-hydrodynamic) 2 2 2 2 0 0 0 0 *NODE $ *ELEMENT_SOLID 1 1 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 1 0 1 0.0000000 0.0000000 -100.0000 0.0000000 0.0000000 0.0000000 0.0000000 *SET_NODE_LIST_GENERATE 1 9 2008 *ELEMENT_SPH $ *END