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- W2901871497 abstract "Three analytical methods are used to evaluate the lateral buckle capacity of perfectly straight pipelines supported by a seafloor foundation: the beam-on-elastic-foundation method, the Kerr thermal buckling method, and the Rayleigh-Ritz method. These analytical methods and a numerical finite element method including the pipeline out-of-straightness characteristics are used to investigate the design space for pipeline buckling through deterministic and Monte Carlo investigations of a typical condition. A regression model is fitted to finite element results and then used to predict responses for other general conditions. Characteristics of observed pipeline out-of-straightness are described and their influence on its buckle capacity is examined. Bounds to the expected pipeline buckle capacity may be established using the four analysis methods." @default.
- W2901871497 created "2018-11-29" @default.
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- W2901871497 date "2019-02-01" @default.
- W2901871497 modified "2023-09-26" @default.
- W2901871497 title "Exploring the Design Space Governing the Lateral Buckle Capacity of Subsea Pipelines" @default.
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- W2901871497 doi "https://doi.org/10.1061/(asce)ps.1949-1204.0000358" @default.
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