v6.08.114 SSND114 — Behavioral law for elastoplastic junctions that are damaged when flexed with discrete elements

Summary:

We test the response of the behavior model, which makes it possible to model a flexural junction between a veil and a floor or a slab, accessible by the keyword JONC_ENDO_PLAS, cf. [R5.03.17], formulated on discrete elements on cells SEG2.

First, we test the behavior with the STAT_NON_LINE operator. The reference values are numerical and obtained by an independent method: the response is tested on rotation-moment cycles.

Then, we test…

• 1. Reference problem
  • 1.1. Description
  • 1.2. Modelizations
  • 1.3. Properties of the material and characteristics of the elements
  • 1.4. Boundary conditions and loads
• 2. Benchmark solution
  • 2.1. Calculation method used for the reference solution
  • 2.2. Benchmark results
  • 2.3. Uncertainty about the solution
• 3. Modeling A
  • 3.1. Characteristics of modeling
  • 3.2. Characteristics of the mesh
  • 3.3. Boundary conditions and loads
  • 3.4. Discretization in time
  • 3.5. Tested sizes and results
• 4. Summary of results