On the prediction of arresting efficiency of integral buckle arrestors for deepwater pipelines

被引:14
作者
Gong, Shunfeng [1 ]
Li, Gen [1 ]
机构
[1] Zhejiang Univ, Inst Struct Engn, Hangzhou 310058, Zhejiang, Peoples R China
基金
中国国家自然科学基金;
关键词
offshore pipeline; buckle arrestor; buckle propagation; collapse; external pressure; IN-PIPE SYSTEMS; OFFSHORE PIPELINES; PROPAGATING BUCKLE; COLLAPSE; DESIGN;
D O I
10.1007/s13296-017-1214-9
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Dedicated finite element models are developed to simulate the crossing of a pipeline integral buckle arrestor by a buckle propagating under the quasi-static, steady-state condition. In addition, broad parametric studies are conducted to identify the mechanism governing the arresting performance, which consider the geometric characteristics and material properties of the pipe and arrestor. Based upon the extensive study, the more reasonable empirical design formulas for the crossover pressure and the arresting efficiency are established by means of the partial fitting. Good agreements between the existing experimental results and the predictions demonstrate that the proposed empirical formula and the lower bound envelope line for the arresting efficiency provide a powerful design tool to estimate the arresting performance of such complex structure systems in engineering practices.
引用
收藏
页码:1443 / 1458
页数:16
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