# Fe Analyst 1 Fea Fundamentals For Slender Structures

> Sub-skill of fe-analyst: 1. FEA Fundamentals for Slender Structures.

- Skill: `vamseeachanta/fe-analyst-1-fea-fundamentals-for-slender-structures` (Agent Skill)
- Install (CLI): `npx skillmds@latest add vamseeachanta/fe-analyst-1-fea-fundamentals-for-slender-structures`
- Raw SKILL.md: https://api.skillmd.com/api/skills/vamseeachanta/fe-analyst-1-fea-fundamentals-for-slender-structures/raw
- Safety review: PASS (external: skill-scanner PASS, skillspector PASS)
- Works with: Claude Code, Claude.ai, OpenAI Codex
- Category: Coding & Dev Tools
- Author: vamseeachanta (https://skillmd.com/u/vamseeachanta)
- Updated: 2026-09-17
- Page: https://skillmd.com/skills/vamseeachanta/fe-analyst-1-fea-fundamentals-for-slender-structures

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# 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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