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• W2757305884 abstract "Abstract Unburied partially embedded subsea pipelines under high temperature conditions tend to relieve their axial compressive force by forming localised lateral buckles. This phenomenon is traditionally studied as a kind of imperfect column buckling problem. We study lateral buckling as a genuinely localised buckling phenomenon governed by a different static instability, with a different critical load. No ad hoc assumptions need to be made. We combine this buckling analysis with a detailed state-of-the-art nonlinear pipe-soil interaction model that accounts for the effect of lateral breakout resistance. This allows us to investigate the effect of initial embedment of subsea pipelines on their load-deflection behaviour. Parameter studies reveal a limit to the temperature difference for safe operation of the pipeline, in the sense that for higher temperature differences a localised buckling mode has lower total energy than the straight unbuckled pipe. Localised lateral buckling may then occur if the pipe is sufficiently imperfect or sufficiently dynamically perturbed." @default.
• W2757305884 created "2017-10-06" @default.
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• W2757305884 date "2017-11-01" @default.
• W2757305884 modified "2023-10-03" @default.
• W2757305884 title "Localised lateral buckling of partially embedded subsea pipelines with nonlinear soil resistance" @default.
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• W2757305884 doi "https://doi.org/10.1016/j.tws.2017.05.017" @default.
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