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    Pile Fatigue Failures. IV: Fatigue Description

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 003
    Author:
    James E. Dailey
    ,
    Jay B. Weidler, Jr.
    ,
    Shaddy Y. Hanna
    ,
    Mohamed F. Zedan
    ,
    Jimmy Y. Yeung
    DOI: 10.1061/(ASCE)0733-950X(1987)113:3(251)
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory fatigue tests were performed on girth butt weld specimens taken from both vertical piles and batter piles salvaged from the terminal. Specimens were selected to be representative of welds found to be acceptable by irt‐situ radiographic inspection. All batter pile tests and all but two vertical pile tests were terminated when the number of applied stress cycles exceeded design requirements current in 1974–75. These cycles were in addition to those that had been applied earlier during the construction period. Results gave assurance that piles containing welds found to be normal quality by on‐site inspection would function adequately with little expectation of fatigue failure. Available data from the tests are used to develop a probabilistic approach to fatigue life estimation, including the effects of mismatch in girth butt welds.
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      Pile Fatigue Failures. IV: Fatigue Description

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/40583
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorJames E. Dailey
    contributor authorJay B. Weidler, Jr.
    contributor authorShaddy Y. Hanna
    contributor authorMohamed F. Zedan
    contributor authorJimmy Y. Yeung
    date accessioned2017-05-08T21:09:06Z
    date available2017-05-08T21:09:06Z
    date copyrightMay 1987
    date issued1987
    identifier other%28asce%290733-950x%281987%29113%3A3%28251%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40583
    description abstractLaboratory fatigue tests were performed on girth butt weld specimens taken from both vertical piles and batter piles salvaged from the terminal. Specimens were selected to be representative of welds found to be acceptable by irt‐situ radiographic inspection. All batter pile tests and all but two vertical pile tests were terminated when the number of applied stress cycles exceeded design requirements current in 1974–75. These cycles were in addition to those that had been applied earlier during the construction period. Results gave assurance that piles containing welds found to be normal quality by on‐site inspection would function adequately with little expectation of fatigue failure. Available data from the tests are used to develop a probabilistic approach to fatigue life estimation, including the effects of mismatch in girth butt welds.
    publisherAmerican Society of Civil Engineers
    titlePile Fatigue Failures. IV: Fatigue Description
    typeJournal Paper
    journal volume113
    journal issue3
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1987)113:3(251)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 003
    contenttypeFulltext
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