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    Failure of Pressurized Corroded Pipeline Subject to Axial Compression: A Parametric Study

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2013:;volume( 135 ):;issue: 003::page 31402
    Author:
    Dewanbabee, Halima
    ,
    Das, Sreekanta
    DOI: 10.1115/1.4023799
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Onshore buried steel pipelines are used for transporting oil and gas to various cities and locations. These pipelines can be subjected to various loading, such as axial, bending, shear, and other complex loading from the geotechnical movements and temperature variations. For example, a buried pipeline situated on an unstable slope can be subjected to axial load and axial deformation. In addition, this pipe experiences pressure loading from the fluids that it transports. The buried pipelines also need to endure corrosive environmental and as a result, corrosion occurs in these pipelines. Corrosion is the primary cause for structural failure of buried oil and gas pipelines and corrosion may lead to a catastrophic rupture failure causing environmental damage, injuries to human and animals, and loss of production and revenue. Hence, understanding the structural behavior and failure conditions of corroded pipelines is important for the pipeline operators. Therefore, this project was undertaken to determine the conditions required for failures of corroded steel pipes when subjected to axial deformation and internal pressures. Then the effect of internal pressure, dimensions of the corrosion, and depth of corrosion on the failure condition and failure mode was studied. It was found that the increasing value of these parameters is beneficial for achieving a favorable failure mode, however it can reduce the axial load carrying capacity significantly.
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      Failure of Pressurized Corroded Pipeline Subject to Axial Compression: A Parametric Study

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/152934
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorDewanbabee, Halima
    contributor authorDas, Sreekanta
    date accessioned2017-05-09T01:01:58Z
    date available2017-05-09T01:01:58Z
    date issued2013
    identifier issn0892-7219
    identifier otheromae_135_3_031402.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/152934
    description abstractOnshore buried steel pipelines are used for transporting oil and gas to various cities and locations. These pipelines can be subjected to various loading, such as axial, bending, shear, and other complex loading from the geotechnical movements and temperature variations. For example, a buried pipeline situated on an unstable slope can be subjected to axial load and axial deformation. In addition, this pipe experiences pressure loading from the fluids that it transports. The buried pipelines also need to endure corrosive environmental and as a result, corrosion occurs in these pipelines. Corrosion is the primary cause for structural failure of buried oil and gas pipelines and corrosion may lead to a catastrophic rupture failure causing environmental damage, injuries to human and animals, and loss of production and revenue. Hence, understanding the structural behavior and failure conditions of corroded pipelines is important for the pipeline operators. Therefore, this project was undertaken to determine the conditions required for failures of corroded steel pipes when subjected to axial deformation and internal pressures. Then the effect of internal pressure, dimensions of the corrosion, and depth of corrosion on the failure condition and failure mode was studied. It was found that the increasing value of these parameters is beneficial for achieving a favorable failure mode, however it can reduce the axial load carrying capacity significantly.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleFailure of Pressurized Corroded Pipeline Subject to Axial Compression: A Parametric Study
    typeJournal Paper
    journal volume135
    journal issue3
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.4023799
    journal fristpage31402
    journal lastpage31402
    identifier eissn1528-896X
    treeJournal of Offshore Mechanics and Arctic Engineering:;2013:;volume( 135 ):;issue: 003
    contenttypeFulltext
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