Pipeline on-bottom stability is one of the sophisticated problems in subsea pipeline design procedure. Due to the uncertainty of the pipe-soil interaction and environment loads, including wave, current, or earthquake, etc., it is classified as the typical nonlinear problem. The Finite Element Method is introduced into pipeline engineering several years ago. More and more special engineering software such as AGA, PONDUS are available in market. However, when doing a project, some abnormal data was found when compared the DnV calculation results and AGA. In order to know the behavior of pipeline on seabed under wave and current load, finite element method – ABAQUS is introduced to do this analysis. The ABAQUS/explicit is used to simulate 600s pipeline dynamic response. The pipeline is supposed to be exposed on seabed and the selected seabed model is large enough to avoid the edge effect. ABAQUS calculation results are compared with the requirements in DnV rules to verify the validity of finite element model.
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ASME 2011 30th International Conference on Ocean, Offshore and Arctic Engineering
June 19–24, 2011
Rotterdam, The Netherlands
Conference Sponsors:
- Ocean, Offshore and Arctic Engineering Division
ISBN:
978-0-7918-4436-6
PROCEEDINGS PAPER
Pipeline On-Bottom Stability Analysis Based on FEM Model
Yong Bai,
Yong Bai
Zhejiang University, Hangzhou, Zhejiang, China
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Zhimeng Yu
Zhimeng Yu
Harbin Engineering University, Harbin, Heilongjiang, China
Search for other works by this author on:
Yong Bai
Zhejiang University, Hangzhou, Zhejiang, China
Zhimeng Yu
Harbin Engineering University, Harbin, Heilongjiang, China
Paper No:
OMAE2011-49384, pp. 329-333; 5 pages
Published Online:
October 31, 2011
Citation
Bai, Y, & Yu, Z. "Pipeline On-Bottom Stability Analysis Based on FEM Model." Proceedings of the ASME 2011 30th International Conference on Ocean, Offshore and Arctic Engineering. Volume 4: Pipeline and Riser Technology. Rotterdam, The Netherlands. June 19–24, 2011. pp. 329-333. ASME. https://doi.org/10.1115/OMAE2011-49384
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