2017
DOI: 10.1016/j.tws.2017.08.026
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Reliability assessment of free spanning subsea pipeline

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Cited by 25 publications
(8 citation statements)
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“…Hydrodynamic loads according to the first flow regime in Section 2 should be calculated based on equation (7) and Table 4. We have Steps of designing a submarine pipe [18].…”
Section: Numerical Analysis and Discussionmentioning
confidence: 99%
“…Hydrodynamic loads according to the first flow regime in Section 2 should be calculated based on equation (7) and Table 4. We have Steps of designing a submarine pipe [18].…”
Section: Numerical Analysis and Discussionmentioning
confidence: 99%
“…Pipeline bends may occur downward or upward during either spanning or buckling. Ocean currents can scour the soil underneath the pipeline to cause free spanning, where a segment of the pipeline becomes unsupported except at the two ends of the free span length [4], [5]. For a The associate editor coordinating the review of this manuscript and approving it for publication was Laxmisha Rai .…”
Section: Introductionmentioning
confidence: 99%
“…The research on subsea pipeline spanning mainly focuses on the mechanical response analyses of the spanning sections under waves and currents [6], [10], [11], and the stability and reliability assessment [12], [13] of subsea pipelines. These studies provide forward guidance for how to safely lay subsea pipelines to avoid spanning and how to predict the spanning existence, but do not address how to directly detect existing spanning for pipeline reinforcement [13].…”
Section: Introductionmentioning
confidence: 99%
“…The influences of pipeline specifications and support conditions are sophisticatedly modeled to judge whether spanning will occur and predict the resonance frequency of the free spanning subsea pipeline [14], [15]. By predicting current-induced scour beneath subsea pipelines in areas with small spanning depths, the reliability of the free spanning pipeline can be assessed in advance and large spanning can be avoided by backfilling dinas or installing extra supports [12], [16]. Since many of the model parameters are simplified, screening may be too strict or too loose, leading to excessive reinforcement or missed inspections.…”
Section: Introductionmentioning
confidence: 99%