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    Collapse and Buckling Behaviors of Reinforced Thermoplastic Pipe Under External Pressure

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2015:;volume( 137 ):;issue: 004::page 41401
    Author:
    Bai, Yong
    ,
    Wang, Nuosi
    ,
    Cheng, Peng
    ,
    Qiao, Hongdong
    ,
    Yu, Binbin
    DOI: 10.1115/1.4030645
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The collapse and buckling behaviors of reinforced thermoplastic pipe (RTP) under external pressure are studied in this paper. A theoretical model which includes axial and shear deformation is applied based on the model initially proposed by Kyriakides and his coworkers. Simulation of the reinforced layers of RTP is simplified using equivalent stiffness method. The load–displacement relation of RTP under external pressure is obtained based on the theoretical model. A threedimensional (3D) finite element model (FEM) is also built to simulate the response of RTP using the software abaqus. Numerical simulation results from abaqus are similar to those from theoretical model. Besides, external pressure tests for RTP are carried out and the test results are compared with the analyzed results. Finally, factors that influence the external pressure capacity are also studied.
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      Collapse and Buckling Behaviors of Reinforced Thermoplastic Pipe Under External Pressure

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/159381
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorBai, Yong
    contributor authorWang, Nuosi
    contributor authorCheng, Peng
    contributor authorQiao, Hongdong
    contributor authorYu, Binbin
    date accessioned2017-05-09T01:22:44Z
    date available2017-05-09T01:22:44Z
    date issued2015
    identifier issn0892-7219
    identifier otheromae_137_04_041401.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/159381
    description abstractThe collapse and buckling behaviors of reinforced thermoplastic pipe (RTP) under external pressure are studied in this paper. A theoretical model which includes axial and shear deformation is applied based on the model initially proposed by Kyriakides and his coworkers. Simulation of the reinforced layers of RTP is simplified using equivalent stiffness method. The load–displacement relation of RTP under external pressure is obtained based on the theoretical model. A threedimensional (3D) finite element model (FEM) is also built to simulate the response of RTP using the software abaqus. Numerical simulation results from abaqus are similar to those from theoretical model. Besides, external pressure tests for RTP are carried out and the test results are compared with the analyzed results. Finally, factors that influence the external pressure capacity are also studied.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleCollapse and Buckling Behaviors of Reinforced Thermoplastic Pipe Under External Pressure
    typeJournal Paper
    journal volume137
    journal issue4
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.4030645
    journal fristpage41401
    journal lastpage41401
    identifier eissn1528-896X
    treeJournal of Offshore Mechanics and Arctic Engineering:;2015:;volume( 137 ):;issue: 004
    contenttypeFulltext
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    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian