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    Fatigue and Fracture Reliability and Maintainability Process

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 012
    Author:
    T. Y. Torng
    ,
    P. H. Wirsching
    DOI: 10.1061/(ASCE)0733-9445(1991)117:12(3804)
    Publisher: American Society of Civil Engineers
    Abstract: Structures dominated by dynamic tensile loads are vulnerable to failure by fatigue and/or fracture. Failure in one member of a redundant structure produces transient dynamic loads in the remaining intact members, with the possibility of progressive collapse. Design factors are subject to large variability, and reliability methods are relevant for analysis. Reliability, however, can also be improved by a maintenance program of periodic inspection and repair. The fatigue/fracture reliability and maintainability (FRM) process is defined. Analysis of the process focuses on estimating the statistical distribution of the time to system failure. Simulation methods are employed to construct this distribution. Examples of solutions of the FRM process are presented. The illustrations demonstrate: (1) Improvement in reliability with additional redundancy; (2) degradation in reliability by adding series elements; (3) impact of an inspection program on reliability; and (4) the “aging” process in a structure.
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      Fatigue and Fracture Reliability and Maintainability Process

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    contributor authorT. Y. Torng
    contributor authorP. H. Wirsching
    date accessioned2017-05-08T20:54:02Z
    date available2017-05-08T20:54:02Z
    date copyrightDecember 1991
    date issued1991
    identifier other%28asce%290733-9445%281991%29117%3A12%283804%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31037
    description abstractStructures dominated by dynamic tensile loads are vulnerable to failure by fatigue and/or fracture. Failure in one member of a redundant structure produces transient dynamic loads in the remaining intact members, with the possibility of progressive collapse. Design factors are subject to large variability, and reliability methods are relevant for analysis. Reliability, however, can also be improved by a maintenance program of periodic inspection and repair. The fatigue/fracture reliability and maintainability (FRM) process is defined. Analysis of the process focuses on estimating the statistical distribution of the time to system failure. Simulation methods are employed to construct this distribution. Examples of solutions of the FRM process are presented. The illustrations demonstrate: (1) Improvement in reliability with additional redundancy; (2) degradation in reliability by adding series elements; (3) impact of an inspection program on reliability; and (4) the “aging” process in a structure.
    publisherAmerican Society of Civil Engineers
    titleFatigue and Fracture Reliability and Maintainability Process
    typeJournal Paper
    journal volume117
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1991)117:12(3804)
    treeJournal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 012
    contenttypeFulltext
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