Linear solids and vibration · VNV-TET10-STRUCTURAL-CONVERGENCE-012-B
TET10 cantilever bending shape
A TET10 cantilever deformation view tied to the same bounded bending study as the mesh convergence curve.
Internal review accepted with recommendationsCampaign version 0.2.0
Recorded values
Main observables and references
Values come from the linked campaign record. Acceptance thresholds are shown separately from observed results.
Model and execution
What was calculated?
- Cantilever dimensions are 8 × 1 × 1 m.
- The root is fixed and the terminal traction is −1000 Pa in Z.
- The displayed shape is visually amplified by a factor of 40,800; it is not the physical displacement scale.
How to read the evidence
What the results say
- The figure is useful for reading the global bending pattern and mesh response.
- For numerical accuracy, use the separate convergence case and its Timoshenko reference rather than judging the color image.
Scope boundary
Where this case stops
- The amplification is for visualization only.
- A deformation image does not establish local stress convergence or behavior outside this linear elastic case.
Open the calculation method
These white box sheets explain the element, constitutive law or numerical method used by this case.
Reproduce and inspect the source
The source paths below are pinned to one repository commit. Opening the current site does not rerun the original calculation.
Mechanical review
docs/verification/revue_tet10_lineaire.md↗Reproduction scriptscripts/run_tet10_structural_convergence_vnv.py↗Figure and source snapshot e367fe58b2b9ebb4aef321424ca775e80e82d9ca. Campaign execution version: 0.2.0. Current site release and original calculation version identify different events.
Related cases
Other recorded calculations in this family.