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    Failure Behavior of Piping Systems With Wall Thinning Under Seismic Loading

    Source: Journal of Pressure Vessel Technology:;2004:;volume( 126 ):;issue: 001::page 85
    Author:
    Izumi Nakamura
    ,
    Akihito Otani
    ,
    Masaki Shiratori
    DOI: 10.1115/1.1638787
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Shaking table tests of three-dimensional piping models with degradation were conducted in order to investigate the influence of degradation on dynamic behavior and failure modes of piping systems. The degradation condition induced in the piping models was about 50 percent full circumferential wall thinning at elbows. Four types of models were made for the shaking table tests by varying the location of wall thinning in the piping models. These models were excited under the same input acceleration until the models failed and a leak of pressurized internal water occurred. Through these tests, the change of the vibration characteristics and processes to failure of degraded piping models were obtained. The deformation of the piping models tended to concentrate on the degraded elbows, and the damage was concentrated on the weakest elbow in the piping models. The failure mode of the piping models was a low-cycle fatigue failure at the weakest elbow.
    keyword(s): Deformation , Pipes , Failure , Piping systems , Vibration AND Water ,
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      Failure Behavior of Piping Systems With Wall Thinning Under Seismic Loading

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/130724
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    contributor authorIzumi Nakamura
    contributor authorAkihito Otani
    contributor authorMasaki Shiratori
    date accessioned2017-05-09T00:14:14Z
    date available2017-05-09T00:14:14Z
    date copyrightFebruary, 2004
    date issued2004
    identifier issn0094-9930
    identifier otherJPVTAS-28433#85_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/130724
    description abstractShaking table tests of three-dimensional piping models with degradation were conducted in order to investigate the influence of degradation on dynamic behavior and failure modes of piping systems. The degradation condition induced in the piping models was about 50 percent full circumferential wall thinning at elbows. Four types of models were made for the shaking table tests by varying the location of wall thinning in the piping models. These models were excited under the same input acceleration until the models failed and a leak of pressurized internal water occurred. Through these tests, the change of the vibration characteristics and processes to failure of degraded piping models were obtained. The deformation of the piping models tended to concentrate on the degraded elbows, and the damage was concentrated on the weakest elbow in the piping models. The failure mode of the piping models was a low-cycle fatigue failure at the weakest elbow.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleFailure Behavior of Piping Systems With Wall Thinning Under Seismic Loading
    typeJournal Paper
    journal volume126
    journal issue1
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.1638787
    journal fristpage85
    journal lastpage90
    identifier eissn1528-8978
    keywordsDeformation
    keywordsPipes
    keywordsFailure
    keywordsPiping systems
    keywordsVibration AND Water
    treeJournal of Pressure Vessel Technology:;2004:;volume( 126 ):;issue: 001
    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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