Agent skill

fe-analyst-1-fea-fundamentals-for-slender-structures

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

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SKILL.md

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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