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    Finite Element Based Fatigue Evaluation of Cope Holes in Bridge Girders

    Neue Suche nach: S. P. Groesgen
    Neue Suche nach: S. L. McCabe
    Neue Suche nach: S. T. Rolfe

    Welded steel bridge girders frequently utilize cope holes at web-flange transitions to permit full welding of thick flanges and to eliminate any triple point welds. These cope holes (also referred to as 'rat' holes) are intended to be smooth and regular in shape. KsDOT requested a study to examine the fatigue behavior of cope holes specifically to answer the question as to which AASHTO fatigue category governs cope holes. The goal of this project is to supplement the AASHTO Bridge Design Specification by providing experimental and analytical information for designers as to how to categorize cope holes in welded steel girders.

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    Finite Element Based Fatigue Evaluation of Cope Holes in Bridge Girders

    Neue Suche nach: S. P. Groesgen
    Neue Suche nach: S. L. McCabe
    Neue Suche nach: S. T. Rolfe

    Welded steel bridge girders frequently utilize cope holes at web-flange transitions to permit full welding of thick flanges and to eliminate any triple point welds. These cope holes (also referred to as 'rat' holes) are intended to be smooth and regular in shape. KsDOT requested a study to examine the fatigue behavior of cope holes specifically to answer the question as to which AASHTO fatigue category governs cope holes. The goal of this project is to supplement the AASHTO Bridge Design Specification by providing experimental and analytical information for designers as to how to categorize cope holes in welded steel girders.

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    Finite Element Based Fatigue Evaluation of Cope Holes in Bridge Girders

    Neue Suche nach: S. P. Groesgen
    Neue Suche nach: S. L. McCabe
    Neue Suche nach: S. T. Rolfe

    Welded steel bridge girders frequently utilize cope holes at web-flange transitions to permit full welding of thick flanges and to eliminate any triple point welds. These cope holes (also referred to as 'rat' holes) are intended to be smooth and regular in shape. KsDOT requested a study to examine the fatigue behavior of cope holes specifically to answer the question as to which AASHTO fatigue category governs cope holes. The goal of this project is to supplement the AASHTO Bridge Design Specification by providing experimental and analytical information for designers as to how to categorize cope holes in welded steel girders.

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    Titel:

    Finite Element Based Fatigue Evaluation of Cope Holes in Bridge Girders

    Beteiligte:

    S. P. Groesgen (Autor:in) / S. L. McCabe (Autor:in) / S. T. Rolfe (Autor:in)

    Erscheinungsdatum:

    1995

    Format / Umfang:

    54 pages

    Medientyp:

    Report

    Format:

    Keine Angabe

    Sprache:

    Englisch

    Schlagwörter:

    Highway Engineering , Bridges(Structures) , Fatigue(Materials) , Welded joints , Cracking(Fracturing) , Stress analysis , Finite element analysis , Cope holes

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