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    Fatigue Reliability of Steel Highway Bridge Details

    Neue Suche nach: P. J. Massarelli
    Neue Suche nach: T. T. Baber

    The expected life of a steel highway bridge subjected to random, variable-amplitude traffic cycles is highly dependent on damage accumulation caused by various fatigue mechanisms. This study addressed some of the issues associated with developing probabilistic reliability models for steel bridge structures under vehicular traffic loadings. Specifically, methods of incorporating inspection data (e.g., the presence and size of cracks) into classical and fracture mechanics-based fatigue models to predict fracture-critical element damage accumulation were analyzed.

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    Fatigue Reliability of Steel Highway Bridge Details

    Neue Suche nach: P. J. Massarelli
    Neue Suche nach: T. T. Baber

    The expected life of a steel highway bridge subjected to random, variable-amplitude traffic cycles is highly dependent on damage accumulation caused by various fatigue mechanisms. This study addressed some of the issues associated with developing probabilistic reliability models for steel bridge structures under vehicular traffic loadings. Specifically, methods of incorporating inspection data (e.g., the presence and size of cracks) into classical and fracture mechanics-based fatigue models to predict fracture-critical element damage accumulation were analyzed.

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    Zugriff über TIB
    Verfügbarkeit in meiner Bibliothek prüfen

    Fatigue Reliability of Steel Highway Bridge Details

    Neue Suche nach: P. J. Massarelli
    Neue Suche nach: T. T. Baber

    The expected life of a steel highway bridge subjected to random, variable-amplitude traffic cycles is highly dependent on damage accumulation caused by various fatigue mechanisms. This study addressed some of the issues associated with developing probabilistic reliability models for steel bridge structures under vehicular traffic loadings. Specifically, methods of incorporating inspection data (e.g., the presence and size of cracks) into classical and fracture mechanics-based fatigue models to predict fracture-critical element damage accumulation were analyzed.

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    Zugriff über TIB
    Verfügbarkeit in meiner Bibliothek prüfen

    Zugriff

    Zugriff über TIB
    Verfügbarkeit in meiner Bibliothek prüfen

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    Ähnliche Titel

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    Titel:

    Fatigue Reliability of Steel Highway Bridge Details

    Beteiligte:

    P. J. Massarelli (Autor:in) / T. T. Baber (Autor:in)

    Erscheinungsdatum:

    2001

    Format / Umfang:

    48 pages

    Medientyp:

    Report

    Format:

    Keine Angabe

    Sprache:

    Englisch

    Schlagwörter:

    Highway Engineering , Materials Degradation & Fouling , Reliability , Highway bridges , Fatigue(Materials) , Steel structures , Fracture mechanics , Cracking(Fracturing) , Loads(Forces) , Service life

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