In order to study the compressive behavior of flexible pipes, a nonlinear tridimensional finite element model was developed. This model recreates a five layer flexible pipe with two tensile armor layers, an external polymeric sheath, an orthotropic high strength tape and a rigid inner nucleus. Using this model, several studies are being conducted to verify the influence of key parameters on the wire instability phenomenon. The pipe sample length can be considered one of these parameters and its variation causes significant change at the stability response of the tensile layers. This article includes a detailed description of the finite element model itself and a case study where the length of the pipe is changed. The procedure of this analysis is here described, along with the results.
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ASME 2015 34th International Conference on Ocean, Offshore and Arctic Engineering
May 31–June 5, 2015
St. John’s, Newfoundland, Canada
Conference Sponsors:
- Ocean, Offshore and Arctic Engineering Division
ISBN:
978-0-7918-5651-2
PROCEEDINGS PAPER
Finite Element Analysis of Flexible Pipes Under Compression: Influence of the Sample Length
Eduardo Ribeiro Malta,
Eduardo Ribeiro Malta
University of São Paulo, São Paulo, Brazil
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Clóvis de Arruda Martins
Clóvis de Arruda Martins
University of São Paulo, São Paulo, Brazil
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Eduardo Ribeiro Malta
University of São Paulo, São Paulo, Brazil
Clóvis de Arruda Martins
University of São Paulo, São Paulo, Brazil
Paper No:
OMAE2015-42043, V05AT04A057; 12 pages
Published Online:
October 21, 2015
Citation
Malta, ER, & de Arruda Martins, C. "Finite Element Analysis of Flexible Pipes Under Compression: Influence of the Sample Length." Proceedings of the ASME 2015 34th International Conference on Ocean, Offshore and Arctic Engineering. Volume 5A: Pipeline and Riser Technology. St. John’s, Newfoundland, Canada. May 31–June 5, 2015. V05AT04A057. ASME. https://doi.org/10.1115/OMAE2015-42043
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