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Application of a Modified Truss Element to the Analysis of Flexible Risers

[+] Author Affiliations
Márcio Cardoso de Morais, Breno Pinheiro Jacob

Federal University of Rio de Janeiro, Rio de Janeiro, RJ, Brazil

Paper No. OMAE2002-28047, pp. 49-56; 8 pages
doi:10.1115/OMAE2002-28047
From:
  • ASME 2002 21st International Conference on Offshore Mechanics and Arctic Engineering
  • 21st International Conference on Offshore Mechanics and Arctic Engineering, Volume 1
  • Oslo, Norway, June 23–28, 2002
  • Conference Sponsors: Ocean, Offshore, and Arctic Engineering Division
  • ISBN: 0-7918-3611-8 | eISBN: 0-7918-3599-5
  • Copyright © 2002 by ASME

abstract

This work presents studies on the implementation and application of a specialized non-linear finite element for modeling of very flexible risers. Results of parametric analyses involving flexible risers are presented, and compared with those obtained by using classical truss or beam elements. The parametric study also includes the sensitivity to variation in mesh refinement. As a conclusion, the applicability of the modified truss element in structural analysis of flexible risers can be assessed.

Copyright © 2002 by ASME

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