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dc.contributor.authorGuoliang Pang
dc.contributor.authorChaohe Chen
dc.contributor.authorYijun Shen
dc.date.accessioned2022-01-30T22:44:04Z
dc.date.available2022-01-30T22:44:04Z
dc.date.issued2/1/2021
dc.identifier.other(ASCE)PS.1949-1204.0000516.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269497
dc.description.abstractCollapse bucking is a typical failure mode of flexible pipes during deepwater service. It is essential to investigate the failure characteristics and obtain the accurate critical collapse pressure to improve the design of flexible pipes and make them more durable in a deepwater environment. Firstly, an equivalent layer method based equivalent hoop stiffness is presented in the paper. Then, the proposed method is verified by corresponding comparative analysis. Next, two-dimensional (2D) collapse numerical models are created based on the verified method. Finally, the parametric analysis of collapse influence factors is carried out by the arc-length method. The results show that the equivalent method is valid and convenient for obtaining the equivalent thickness of the carcass layer. The parametric analysis results under different collapse influence factors can provide some useful advice for collapse-resistant design of flexible pipes.
dc.publisherASCE
dc.titleEquivalent Calculation of Critical Collapse Pressure of Flexible Pipes and Parametric Analysis of Collapse Influence Factors
dc.typeJournal Paper
dc.journal.volume12
dc.journal.issue1
dc.journal.titleJournal of Pipeline Systems Engineering and Practice
dc.identifier.doi10.1061/(ASCE)PS.1949-1204.0000516
dc.journal.fristpage04020062
dc.journal.lastpage04020062-17
dc.page17
dc.treeJournal of Pipeline Systems Engineering and Practice:;2021:;Volume ( 012 ):;issue: 001
dc.contenttypeFulltext


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