v3.01.013 SSLL13 — Calculation of girder reinforcement

Summary:

This test concerns the analytical verification of reinforcement densities calculated using the operator CALC_FERRAILLAGE.

Several load cases are studied in ELU for modeling A, in ELS (Characteristic) for modeling B, and in ELS QP for modeling C. Finally, we introduce a D modeling at the ELU level at which we change the type of finite element modeling, from an Euler beam modeling [POU_D_E], from an Euler beam modeling [] as used for the A, B, C models to a Timoshenko beam modeling [POU_D_T]

• 1. Reference problem
  • 1.1. Geometry
  • 1.2. Material properties
  • 1.3. Boundary conditions and loads
  • 1.4. Other calculation parameters
• 2. Benchmark solution
  • 2.1. Calculation method
  • 2.2. Reference quantities and results
  • 2.3. Uncertainties about the solution
• 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. Tested sizes and results
• 5. C modeling
  • 5.1. Characteristics of modeling
  • 5.2. Characteristics of the mesh
  • 5.3. Tested sizes and results
• 6. D modeling
  • 6.1. Characteristics of modeling
  • 6.2. Characteristics of the mesh
  • 6.3. Tested sizes and results
• 7. Summary of results