v3.03.137 SSLS137 - Prestressed concrete plate with an eccentric flexural cable

Summary:

The purpose of this test is to validate macro command CALC_PRECONT for shell elements. The reference solution is established based on the theory of beams. The first modeling is done with elements \(\mathrm{3D}\) and aims to validate the use of beam theory as a reference. Two shell models are then proposed (DKT and Q4GG) as well as two different mesh types (TRIA3, QUAD4) for each model. Finally, modeling F takes up modeling D by replacing the law of elastic behavior of concrete by the law of non-linear behavior GLRC_DAMAGE.

• 1. Description
  • 1.1. Geometry
  • 1.2. Material properties
  • 1.3. Boundary conditions and loads
  • 1.4. Main stages of testing
• 2. Benchmark solution
  • 2.1. Benchmark results
  • 2.2. Uncertainty about the solution
• 3. Modeling A
  • 3.1. Characteristics of modeling
  • 3.2. Tested sizes and results
• 4. B modeling
  • 4.1. Characteristics of modeling
  • 4.2. Tested sizes and results
• 5. C modeling
  • 5.1. Characteristics of modeling
  • 5.2. Tested sizes and results
• 6. D modeling
  • 6.1. Characteristics of modeling
  • 6.2. Tested sizes and results
• 7. E modeling
  • 7.1. Characteristics of modeling
  • 7.2. Tested sizes and results
• 8. F modeling
  • 8.1. Characteristics of modeling
  • 8.2. Tested sizes and results
• 9. Synthesis