Tapered Plate

  • Bridge Engineering
  • midas FEA
  • 2009.08.01


3-D Linear Static Analysis

Model

- 1/12 (30)  Symmetric Model

- Unit : N, cm

- Isotropic Elastic Material

- Plate Elements

Load & Boundary Condition

- Variable Pressure

- Constraint in Nodal CSys

Result Evaluation

- Deformation

- von Mises Stress

- Result Extraction

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