v3.04.104 SSLV104 - Rotating beam

Summary:

This test makes it possible to validate the linear elastic calculation of a slender beam subjected to a rotation of one of its ends. Four models are tested: 3D elements (HEXA20), COQUE_3D elements (QUAD9 and TRIA7), and D_ PLAN (QUAD8) elements. This tests the forces of inertia of rotation, without taking into account the elementary terms of centrifugal stiffness (cf. [V3.04.105]).

The reference solution is analytical (1D). The results coincide perfectly with the reference solution.

• 1. Reference problem
  • 1.1. Geometry
  • 1.2. Material properties
  • 1.3. Boundary conditions and loads
• 2. Reference solution
  • 2.1. Calculation method used for the reference solution
  • 2.2. Benchmark results
• 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