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    Strength and Deformation of Unburied and Buried Pipes in a Seabed Subsidence Area

    Source: Journal of Pipeline Systems Engineering and Practice:;2025:;Volume ( 016 ):;issue: 004::page 04025058-1
    Author:
    Li, Tao
    ,
    Chang, Jiangtao
    DOI: 10.1061/JPSEA2.PSENG-1748
    Publisher: American Society of Civil Engineers
    Abstract: AbstractSubsea pipelines face risks of failure in the seabed subsidence process. The pipe stress and deformation in the seabed subsidence are analyzed based on the hypothesis of a deformation beam model with elastic support at both ends. The strength and ...
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      Strength and Deformation of Unburied and Buried Pipes in a Seabed Subsidence Area

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313045
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    contributor authorLi, Tao
    contributor authorChang, Jiangtao
    date accessioned2026-08-20T12:03:42Z
    date available2026-08-20T12:03:42Z
    date copyright2025/06/25
    date issued2025
    identifier otherJPSEA2.PSENG-1748.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313045
    description abstractAbstractSubsea pipelines face risks of failure in the seabed subsidence process. The pipe stress and deformation in the seabed subsidence are analyzed based on the hypothesis of a deformation beam model with elastic support at both ends. The strength and ...
    publisherAmerican Society of Civil Engineers
    titleStrength and Deformation of Unburied and Buried Pipes in a Seabed Subsidence Area
    typeJournal Article
    journal volume16
    journal issue4
    journal titleJournal of Pipeline Systems Engineering and Practice
    identifier doi10.1061/JPSEA2.PSENG-1748
    journal fristpage04025058-1
    journal lastpage04025058-13
    page13
    treeJournal of Pipeline Systems Engineering and Practice:;2025:;Volume ( 016 ):;issue: 004
    contenttypeFulltext
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