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    Experimental and Numerical Studies of Ratcheting in a Pressurized Piping System Under Seismic Load

    Source: Journal of Pressure Vessel Technology:;2015:;volume( 137 ):;issue: 003::page 31011
    Author:
    Ravikiran, A.
    ,
    Dubey, P. N.
    ,
    Agrawal, M. K.
    ,
    Reddy, G. R.
    ,
    Singh, R. K.
    ,
    Vaze, K. K.
    DOI: 10.1115/1.4028619
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Rational seismic design procedures necessitate comprehensive evaluation of nuclear piping systems under large amplitude seismic loads. This comprehensive assessment requires accurate prediction of inelastic response of piping system till failure to ensure adequate margins for unexpected beyond design basis events. The present paper describes the details of experimental and numerical studies of inelastic response of pressurized piping system under seismic loading. Shake table test has been carried out on a threedimensional stainless steel piping system under internal pressure and seismic load. The amplitude of base excitation has been increased till failure of the piping system. The tested piping system has been analyzed using iterative response spectrum (IRS) method for various levels of excitation. The comparison of numerical and experimental results is given in the paper.
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      Experimental and Numerical Studies of Ratcheting in a Pressurized Piping System Under Seismic Load

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/159472
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    contributor authorRavikiran, A.
    contributor authorDubey, P. N.
    contributor authorAgrawal, M. K.
    contributor authorReddy, G. R.
    contributor authorSingh, R. K.
    contributor authorVaze, K. K.
    date accessioned2017-05-09T01:23:04Z
    date available2017-05-09T01:23:04Z
    date issued2015
    identifier issn0094-9930
    identifier otherpvt_137_03_031011.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/159472
    description abstractRational seismic design procedures necessitate comprehensive evaluation of nuclear piping systems under large amplitude seismic loads. This comprehensive assessment requires accurate prediction of inelastic response of piping system till failure to ensure adequate margins for unexpected beyond design basis events. The present paper describes the details of experimental and numerical studies of inelastic response of pressurized piping system under seismic loading. Shake table test has been carried out on a threedimensional stainless steel piping system under internal pressure and seismic load. The amplitude of base excitation has been increased till failure of the piping system. The tested piping system has been analyzed using iterative response spectrum (IRS) method for various levels of excitation. The comparison of numerical and experimental results is given in the paper.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleExperimental and Numerical Studies of Ratcheting in a Pressurized Piping System Under Seismic Load
    typeJournal Paper
    journal volume137
    journal issue3
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.4028619
    journal fristpage31011
    journal lastpage31011
    identifier eissn1528-8978
    treeJournal of Pressure Vessel Technology:;2015:;volume( 137 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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