Axial compressive loads can appear in several situations during the service life of a flexible pipe, due to pressure variations during installation or due to surface vessel heave. The tensile armor withstands well tension loads, but under compression, instability may occur. A Finite Element model is constructed using Abaqus in order to study a flexible pipe compound by external sheath, two layers of tensile armor, a high strength tape and a rigid nucleus. This model is fully tridimensional and takes into account all kinds of nonlinearities involved in this phenomenon, including contacts, gaps, friction, plasticity and large displacements. It also has no symmetry or periodical limitations, thus permitting each individual wire of the tensile armor do displace in any direction. Case studies were performed and their results discussed.
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ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering
June 8–13, 2014
San Francisco, California, USA
Conference Sponsors:
- Ocean, Offshore and Arctic Engineering Division
ISBN:
978-0-7918-4546-2
PROCEEDINGS PAPER
Finite Element Analysis of Flexible Pipes Under Compression
Eduardo Ribeiro Malta,
Eduardo Ribeiro Malta
University of São Paulo, São Paulo, SP, Brazil
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Clóvis de Arruda Martins
Clóvis de Arruda Martins
University of São Paulo, São Paulo, SP, Brazil
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Eduardo Ribeiro Malta
University of São Paulo, São Paulo, SP, Brazil
Clóvis de Arruda Martins
University of São Paulo, São Paulo, SP, Brazil
Paper No:
OMAE2014-23192, V06AT04A010; 11 pages
Published Online:
October 1, 2014
Citation
Malta, ER, & Martins, CDA. "Finite Element Analysis of Flexible Pipes Under Compression." Proceedings of the ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering. Volume 6A: Pipeline and Riser Technology. San Francisco, California, USA. June 8–13, 2014. V06AT04A010. ASME. https://doi.org/10.1115/OMAE2014-23192
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