Silo

  • Bridge Engineering
  • midas FEA
  • 2009.08.01


3-D Linear Static Analysis

Model

- Unit : N, m

- Isotropic Elastic Material

- Plate Elements

Load & Boundary Condition

- Self Weight

- Face Pressure

- Constraint

Result Evaluation

- Deformation

- Maximum Shear Stress

at Element Mid-Plane

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