fe-analyst-1-fea-fundamentals-for-slender-structures
Sub-skill of fe-analyst: 1. FEA Fundamentals for Slender Structures.
Best use case
fe-analyst-1-fea-fundamentals-for-slender-structures is best used when you need a repeatable AI agent workflow instead of a one-off prompt.
Sub-skill of fe-analyst: 1. FEA Fundamentals for Slender Structures.
Teams using fe-analyst-1-fea-fundamentals-for-slender-structures 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/1-fea-fundamentals-for-slender-structures/SKILL.mdinside your project - Restart your AI agent — it will auto-discover the skill
How fe-analyst-1-fea-fundamentals-for-slender-structures Compares
| Feature / Agent | fe-analyst-1-fea-fundamentals-for-slender-structures | 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: 1. FEA Fundamentals for Slender Structures.
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
# 1. FEA Fundamentals for Slender Structures ## 1. FEA Fundamentals for Slender Structures OrcaFlex models slender structures (pipes, lines, cables) as **Euler-Bernoulli beam elements** with: | DOF per node | Description | |---|---| | u, v, w | Translational (surge, sway, heave) | | θx, θy, θz | Rotational (roll, pitch, yaw) | **Element stiffness contributions**: - Axial stiffness: `EA` (axial force vs. extension) - Bending stiffness: `EI` (moment vs. curvature) - Torsional stiffness: `GJ` (torque vs. twist) - Shear stiffness: optional (Timoshenko) **Key non-linearities** in slender structure FEA: - Geometric non-linearity (large displacements, catenary shape) - Contact non-linearity (seabed, bend stiffeners, clamps) - Material non-linearity (yield — typically not modelled for fatigue) - Hydrodynamic drag non-linearity (Morison equation, velocity-squared) ---
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