v6.05.109 SSNS109 — Console beam subjected to shear force

Summary:

This nonlinear quasistatic mechanics test makes it possible to validate elements SHB in geometric nonlinear fashion.

Four models make it possible to study different configurations:

• modeling A to D: linear elastic behavior, large displacements, test on all elements SHB (SHB8, SHB6, SHB20, SHB15)

• 1. Reference problem
  • 1.1. Geometry
  • 1.2. Material properties
  • 1.3. Boundary conditions and loads
• 2. Benchmark solution
  • 2.1. Calculation method
  • 2.2. Reference quantities and results
  • 2.3. Uncertainties about the solution
  • 2.4. Bibliographical references
• 3. Modeling A
  • 3.1. Characteristics of modeling
  • 3.2. Characteristics of the mesh
  • 3.3. Tested sizes and results
• 4. B modeling
  • 4.1. Characteristics of modeling
  • 4.2. Characteristics of the mesh
  • 4.3. Quantities tested and results of B modeling
• 5. C modeling
  • 5.1. Characteristics of modeling
  • 5.2. Characteristics of the mesh
  • 5.3. Quantities tested and results of the C modeling
• 6. D modeling
  • 6.1. Characteristics of modeling
  • 6.2. Characteristics of the mesh
  • 6.3. Quantities tested and results of modeling D
• 7. Summary of results