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梁壳有限元分析

  1. 梁壳有限元分析
  2. 分析和结果
  3. 分析类型

分析类型

Analysis type

Linear Static – static analysis takes into account elastic material properties

Linear Buckling – linear stability analysis for selected number of eigenmodes

Geometry Nonlinear Static – iterative analysis takes into account elastic material properties and geometry nonlinearity (large displacements)

几何 + Material Nonlinear Static – iterative analysis takes into account material and geometry nonlinearity (large displacements)

 

Nonlinear properties

Global Load Factor – the factor will be multiplied by all the load values in the model for analysis

Time period and time increment – iteration analysis settings. These settings for most analysis cases are set up properly and can be used by default.

 

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