The bending behavior of unbonded flexible pipe is governed by the response of the helical wires in the tensile armor to bending. The behavior of the helical wire, especially the axial strain, is influenced by the slip mechanism as a result of an increasing curvature under bending. In the present paper, two limit curves are considered with a certain curvature. A 3-D finite element model using ABAQUS is developed to simulate the practical behavior of the helical wires under bending. By comparing the FEA and theoretical results, a basic conclusion about the real slip path of the helical wire between two limit curves is introduced. A hysteretic bending moment-curvature relationship induced by the slip mechanism is obtained from the finite element model as well.
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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
Helical Wire Behavior of Unbonded Flexible Pipes Under Bending
Huibin Yan,
Huibin Yan
Zhejiang University, Hangzhou, China
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Peng Cheng
Peng Cheng
Zhejiang University, Hangzhou, China
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Yutian Lu
Zhejiang University, Hangzhou, China
Huibin Yan
Zhejiang University, Hangzhou, China
Yong Bai
Zhejiang University, Hangzhou, China
Peng Cheng
Zhejiang University, Hangzhou, China
Paper No:
OMAE2015-41134, V05AT04A027; 8 pages
Published Online:
October 21, 2015
Citation
Lu, Y, Yan, H, Bai, Y, & Cheng, P. "Helical Wire Behavior of Unbonded Flexible Pipes Under Bending." 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. V05AT04A027. ASME. https://doi.org/10.1115/OMAE2015-41134
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