v5.06.106 SDNS106 — Transient response of a reinforced concrete slab: models GLRC_DAMAGE and GLRC_DM

Summary:

This test validates the global models GLRC_DAMAGE [R7.01.31] and GLRC_DM [R7.01.32] applied to explicit dynamics (DYNA_NON_LINE (SCHEMA_TEMPS = DIFF_CENT)). It is a trapezoidal reinforced concrete plate, supported on two opposite sides and subjected to bending by pressure.

• 1. Reference problem
  • 1.1. Geometry
  • 1.2. Material properties
  • 1.3. Boundary conditions and loads
  • 1.4. Initial conditions
• 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. Summary of results