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contributor authorGuoliang Pang
contributor authorChaohe Chen
contributor authorYijun Shen
date accessioned2022-01-30T22:44:04Z
date available2022-01-30T22:44:04Z
date issued2/1/2021
identifier other(ASCE)PS.1949-1204.0000516.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269497
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.
publisherASCE
titleEquivalent Calculation of Critical Collapse Pressure of Flexible Pipes and Parametric Analysis of Collapse Influence Factors
typeJournal Paper
journal volume12
journal issue1
journal titleJournal of Pipeline Systems Engineering and Practice
identifier doi10.1061/(ASCE)PS.1949-1204.0000516
journal fristpage04020062
journal lastpage04020062-17
page17
treeJournal of Pipeline Systems Engineering and Practice:;2021:;Volume ( 012 ):;issue: 001
contenttypeFulltext


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