Analytical fragility curves for assessment of the seismic vulnerability of HP/HT unburied subsea pipelines

被引:26
|
作者
Mina, Daniele [1 ]
Forcellini, Davide [2 ]
Karampour, Hassan [1 ]
机构
[1] Griffith Univ, Sch Engn & Built Environm, Gold Coast, Qld, Australia
[2] Univ Auckland, Civil & Environm Engn Dept, Auckland, New Zealand
关键词
Soil-pipeline interaction; Fragility curve; Lateral buckling; Subsea pipelines; NUMERICAL-SIMULATION; DAMAGE; BOUNDARY; MOTIONS;
D O I
10.1016/j.soildyn.2020.106308
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Vulnerability of subsea high pressure/high temperature (HP/HT) pipelines to seismic actions is studied numerically. Unlike most of the existing researches on buried or trenched pipelines, this study is focused on the response of an unburied pipeline with D/t = 20, laid on the seabed and resting on a sleeper. Two different scenarios: (1) earthquake imposed on a laterally buckled pipeline, and (2) earthquake imposed at temperatures lower than the lateral buckling temperature, are studied. The onset of yield and development of compressive local wrinkles in the wall thickness are calculated as the failure modes. Analytical fragility curves are developed based on probability of exceedance of the failure limits for each scenario. It is understood that the pipeline in scenario 1 is more vulnerable to bending-induced damages.
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页数:11
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