fe-analyst-13-common-fea-mistakes-and-remedies
Sub-skill of fe-analyst: 13. Common FEA Mistakes and Remedies.
Best use case
fe-analyst-13-common-fea-mistakes-and-remedies is best used when you need a repeatable AI agent workflow instead of a one-off prompt.
Sub-skill of fe-analyst: 13. Common FEA Mistakes and Remedies.
Teams using fe-analyst-13-common-fea-mistakes-and-remedies should expect a more consistent output, faster repeated execution, less prompt rewriting.
When to use this skill
- You want a reusable workflow that can be run more than once with consistent structure.
When not to use this skill
- You only need a quick one-off answer and do not need a reusable workflow.
- You cannot install or maintain the underlying files, dependencies, or repository context.
Installation
Claude Code / Cursor / Codex
Manual Installation
- Download SKILL.md from GitHub
- Place it in
.claude/skills/13-common-fea-mistakes-and-remedies/SKILL.mdinside your project - Restart your AI agent — it will auto-discover the skill
How fe-analyst-13-common-fea-mistakes-and-remedies Compares
| Feature / Agent | fe-analyst-13-common-fea-mistakes-and-remedies | Standard Approach |
|---|---|---|
| Platform Support | Not specified | Limited / Varies |
| Context Awareness | High | Baseline |
| Installation Complexity | Unknown | N/A |
Frequently Asked Questions
What does this skill do?
Sub-skill of fe-analyst: 13. Common FEA Mistakes and Remedies.
Where can I find the source code?
You can find the source code on GitHub using the link provided at the top of the page.
SKILL.md Source
# 13. Common FEA Mistakes and Remedies ## 13. Common FEA Mistakes and Remedies | Mistake | Symptom | Remedy | |---|---|---| | Too-coarse mesh at TDP | Curvature under-predicted | Refine to ≤ 0.5×OD near TDP | | Adjacent segment ratio > 3 | Spurious oscillations | Grade mesh gradually | | Missing ramp in dynamics | Non-physical transients in results | Add 1–2×Tp ramp; exclude from stats | | Seabed stiffness too high | Divergence / oscillation at TDP | Use kn = 50–200 kN/m/m typically | | Missing Cm (added mass) | Under-estimated natural period | Ca = 1.0 for circular sections | | Static only (no dynamics) | Misses resonance effects | Always run dynamic for wave analysis | | Compression not checked | Upheaval buckling risk missed | Check min(Te) > 0 at all nodes | | No content weight | Unconservative sag bend tension | Include internal fluid density | | Wrong sign convention for z | Results appear inverted | Confirm OrcaFlex z-positive-up convention |
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