Structural analysis used to expose a nonpassing stress condition and a material-input issue requiring correction before release or compliance conclusions.
Simulation evidence only. It is not a compliance determination, passing design result, or physical pressure-test record.The objective is a defensible decision
Documented diagnostic work used curvature-based structural models across multiple pressure load cases. Factors of safety below 1.0 and a suspect material input were identified before any release or compliance conclusion.
That outcome is useful because it blocks false confidence. The simulation did not validate the design, establish code compliance, or replace a physical pressure test. It showed that the current design-and-input combination could not support the requested conclusion.
Interrogate the model before the contour
- Confirm geometry, contacts, connections, and omitted features match the decision.
- Trace loads and restraints through a closed free-body argument.
- Check units, material condition, temperature, yield basis, and nonlinear behavior.
- Perform mesh, formulation, and sensitivity checks at governing regions.
- Compare reactions, deformed shape, and first-order calculations with physical expectations.
Separate numerical stress from structural meaning
A local peak may reflect a real notch, a load-introduction effect, a contact edge, or a mathematical singularity. The correct response depends on whether the feature governs strength, fatigue, leakage, deformation, or another requirement.
Close the analysis with an action
- Correct or bound suspect inputs.
- Revise geometry, load path, material, connection, or operating limit as appropriate.
- Rerun the controlled model and document sensitivity.
- Define the physical test or code review still required.
- Preserve the nonpassing result as part of the decision record.