v6.05.112 SSNS112 — Compression and alternating tension test of a reinforced concrete column

Summary:

The objective of this test is to validate the alternating uniaxial response of a reinforced concrete beam, based on experimental tests, modelled by the laws:

• GLRC_DM, [R7.01.32], generalized reinforced concrete law used with DKTG elements

• MAZARS_UNIL, [R5.03.09], 1D concrete law, associated with a non-linear law for steel VMIS_CINE_GC on a multi-fiber beam model POU_D_EM

• DHRC, [R7.01.37], homogenized reinforced concrete law used with DKTG elements.

• 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. 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. 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