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An updated Lagrangian finite element formulation for large displacement dynamic analysis of three-dimensional flexible riser structures

Hosseini Kordkheili, S. A ; Sharif University of Technology

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  1. Type of Document: Article
  2. DOI: 10.1016/j.oceaneng.2011.02.001
  3. Abstract:
  4. An updated Lagrangian finite element formulation of a three-dimensional annular section beam element is presented for large displacement and large rotation dynamic analyses of flexible riser structures. In this formulation a new linearization method is used to avoid inaccuracies normally associated with other linearization schemes. The effects of buoyancy force as well as steady state current loading are considered in the finite element solution for riser structures response. The formulation has been implemented in a nonlinear finite element code and the results are compared with those obtained from other schemes reported in the literature
  5. Keywords:
  6. Flexible riser structures ; Large displacement and rotation ; Linearization ; Three-dimensional beam element ; Beam elements ; Buoyancy forces ; Finite element formulations ; Finite element solution ; Flexible risers ; Lagrangian ; Large displacements ; Large rotation ; Linearization methods ; Linearization schemes ; Non-linear finite elements ; Steady-state currents ; Finite element method ; Lagrange multipliers ; Marine risers ; Rotation ; Three dimensional ; Dynamic analysis ; buoyancy ; Lagrangian analysis ; Riser ; Structural response
  7. Source: Ocean Engineering ; Volume 38, Issue 5-6 , 2011 , Pages 793-803 ; 00298018 (ISSN)
  8. URL: http://www.sciencedirect.com/science/article/pii/S0029801811000163