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    Ovalization Defect in Energy Pipes Caused by Concentrated Load

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2016:;volume( 138 ):;issue: 005::page 51701
    Author:
    Ghaednia, Hossein
    ,
    Das, Sreekanta
    DOI: 10.1115/1.4033181
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Steel pipes are used to build pipelines that carry gas and oil across a country or a continent. The majority of onshore pipelines run underground; hence, they are called buried pipelines. These buried pipelines must endure external interferences and complex loading that result from geotechnical causes, aggressive environments, and operational requirements. Many segments of an underground pipeline may rest on rock tips and other localized hard surfaces, resulting in concentrated reaction load acting on small area of the outer wall of the operating pipeline. As a result, permanent inward deformations in the pipe wall, known as dent defect, can form. In addition, a resulting crosssectional irregularity, known as an ovalization defect, can also occur. Pipe ovalization defects are a concern of pipeline operating companies, as the defect may challenge a pipeline's operation and/or structural integrity and safety. This research was completed by the Centre of Engineering Research in Pipelines located at the University of Windsor to examine the effects that rock tip shape, operating (internal) pressure, and a pipe's diametertothickness ratio (D/t) have on an NPS30 X70grade pipe's ovalization defect when it is subjected to such a concentrated load. This article discusses the labbased fullscale examinations, finite element analysis (FEA) simulations, results, and discussions.
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      Ovalization Defect in Energy Pipes Caused by Concentrated Load

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    https://yetl.yabesh.ir/yetl1/handle/yetl/162285
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorGhaednia, Hossein
    contributor authorDas, Sreekanta
    date accessioned2017-05-09T01:32:27Z
    date available2017-05-09T01:32:27Z
    date issued2016
    identifier issn0892-7219
    identifier othergtp_138_10_102811.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/162285
    description abstractSteel pipes are used to build pipelines that carry gas and oil across a country or a continent. The majority of onshore pipelines run underground; hence, they are called buried pipelines. These buried pipelines must endure external interferences and complex loading that result from geotechnical causes, aggressive environments, and operational requirements. Many segments of an underground pipeline may rest on rock tips and other localized hard surfaces, resulting in concentrated reaction load acting on small area of the outer wall of the operating pipeline. As a result, permanent inward deformations in the pipe wall, known as dent defect, can form. In addition, a resulting crosssectional irregularity, known as an ovalization defect, can also occur. Pipe ovalization defects are a concern of pipeline operating companies, as the defect may challenge a pipeline's operation and/or structural integrity and safety. This research was completed by the Centre of Engineering Research in Pipelines located at the University of Windsor to examine the effects that rock tip shape, operating (internal) pressure, and a pipe's diametertothickness ratio (D/t) have on an NPS30 X70grade pipe's ovalization defect when it is subjected to such a concentrated load. This article discusses the labbased fullscale examinations, finite element analysis (FEA) simulations, results, and discussions.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleOvalization Defect in Energy Pipes Caused by Concentrated Load
    typeJournal Paper
    journal volume138
    journal issue5
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.4033181
    journal fristpage51701
    journal lastpage51701
    identifier eissn1528-896X
    treeJournal of Offshore Mechanics and Arctic Engineering:;2016:;volume( 138 ):;issue: 005
    contenttypeFulltext
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