Buoyancy forces and the 2D finite element analysis of flexible offshore pipes and risers
From MaRDI portal
Publication:4785111
DOI10.1002/nme.415zbMath1034.74048OpenAlexW2073988929MaRDI QIDQ4785111
No author found.
Publication date: 17 December 2002
Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1002/nme.415
hydrostatic pressurelarge displacementsconservative forcesco-rotational finite element methodmarine cablessteady-state current loading
Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Finite element methods applied to problems in solid mechanics (74S05)
Related Items
Non-linear dynamic behaviour of flexible marine pipes and risers ⋮ Nonlinear finite element analysis of flexible risers in the presence of buoyancy force and seabed interaction boundary condition
Cites Work
- A three-dimensional finite-strain rod model. II. Computational aspects
- Nonlinear `master-slave' relationships for joints in 3-D beams with large rotations
- Three-dimensional transient analysis of the installation of marine cables
- Stress resultant geometrically nonlinear shell theory with drilling rotations. I: A consistent formulation
- A consistent co-rotational formulation for nonlinear, three-dimensional, beam-elements
- Displacement dependent pressure loads in nonlinear finite element analyses
- Hydrostatic loading and stability analysis of structures with large displacements
- A beam finite element non-linear theory with finite rotations
- A Simple and Effective Pipe Elbow Element—Linear Analysis
- On Computation of the Motion of Elastic Rods
- Some follower forces and load stiffness
- Buoyancy potential conserving technique for dynamic analysis of offshore pipes and risers
- On One‐Dimensional Large‐Displacement Finite‐Strain Beam Theory
