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    Offshore Platform Fatigue Cracking Probability

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 008
    Author:
    Alphia E. Knapp
    ,
    Bernhard Stahl
    DOI: 10.1061/(ASCE)0733-9445(1985)111:8(1647)
    Publisher: American Society of Civil Engineers
    Abstract: A systems approach is presented for fatigue reliability analysis of offshore platforms. The probability of fatigue crack occurrence in individual structural joints is considered. A nomograph relating deterministic fatigue life to probability of fatigue cracking is developed based on the lognormal fatigue reliability format. Joints are grouped according to ranges of fatigue life. Fatigue cracking probabilities of joints in each group are determined as a function of service life. Bernoulli trials are used to evaluate the probabilities of 0, 1, 2, 3,… cracks occurring in each group and also in the entire structure. The effects of fatigue life correlation are included. It is shown that the number of joints, years of service life, and correlation effects are important factors in assessing system fatigue reliability. Analysis of a North Sea platform indicates a high level of reliability against fatigue damage.
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      Offshore Platform Fatigue Cracking Probability

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    http://yetl.yabesh.ir/yetl1/handle/yetl/29610
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    contributor authorAlphia E. Knapp
    contributor authorBernhard Stahl
    date accessioned2017-05-08T20:51:43Z
    date available2017-05-08T20:51:43Z
    date copyrightAugust 1985
    date issued1985
    identifier other%28asce%290733-9445%281985%29111%3A8%281647%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29610
    description abstractA systems approach is presented for fatigue reliability analysis of offshore platforms. The probability of fatigue crack occurrence in individual structural joints is considered. A nomograph relating deterministic fatigue life to probability of fatigue cracking is developed based on the lognormal fatigue reliability format. Joints are grouped according to ranges of fatigue life. Fatigue cracking probabilities of joints in each group are determined as a function of service life. Bernoulli trials are used to evaluate the probabilities of 0, 1, 2, 3,… cracks occurring in each group and also in the entire structure. The effects of fatigue life correlation are included. It is shown that the number of joints, years of service life, and correlation effects are important factors in assessing system fatigue reliability. Analysis of a North Sea platform indicates a high level of reliability against fatigue damage.
    publisherAmerican Society of Civil Engineers
    titleOffshore Platform Fatigue Cracking Probability
    typeJournal Paper
    journal volume111
    journal issue8
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1985)111:8(1647)
    treeJournal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 008
    contenttypeFulltext
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