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    Probabilistic Based Design of Concentrically Loaded Fiber-Reinforced Polymeric Compression Members

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 012
    Author:
    Maha Alqam
    ,
    Richard M. Bennett
    ,
    Abdul-Hamid Zureick
    DOI: 10.1061/(ASCE)0733-9445(2004)130:12(1914)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an analytical probabilistic based design procedure for concentrically loaded compression members of fiber-reinforced polymeric composite materials. Resistance factors for use in a load and resistance factor design format are developed for flexural buckling of doubly symmetric sections, both flexural buckling and flexural-torsional buckling of equal leg angles, and material failure. The developed resistance factors are a function of the coefficient of variation of the appropriate material properties. The proposed resistance factors were determined to provide a reliability index of 3.0 for buckling limit states and a reliability index of 3.5 for the material fracture limit state. A proposed method of developing an allowable stress design code is also given.
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      Probabilistic Based Design of Concentrically Loaded Fiber-Reinforced Polymeric Compression Members

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    http://yetl.yabesh.ir/yetl1/handle/yetl/34211
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    contributor authorMaha Alqam
    contributor authorRichard M. Bennett
    contributor authorAbdul-Hamid Zureick
    date accessioned2017-05-08T20:58:54Z
    date available2017-05-08T20:58:54Z
    date copyrightDecember 2004
    date issued2004
    identifier other%28asce%290733-9445%282004%29130%3A12%281914%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34211
    description abstractThis paper presents an analytical probabilistic based design procedure for concentrically loaded compression members of fiber-reinforced polymeric composite materials. Resistance factors for use in a load and resistance factor design format are developed for flexural buckling of doubly symmetric sections, both flexural buckling and flexural-torsional buckling of equal leg angles, and material failure. The developed resistance factors are a function of the coefficient of variation of the appropriate material properties. The proposed resistance factors were determined to provide a reliability index of 3.0 for buckling limit states and a reliability index of 3.5 for the material fracture limit state. A proposed method of developing an allowable stress design code is also given.
    publisherAmerican Society of Civil Engineers
    titleProbabilistic Based Design of Concentrically Loaded Fiber-Reinforced Polymeric Compression Members
    typeJournal Paper
    journal volume130
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2004)130:12(1914)
    treeJournal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 012
    contenttypeFulltext
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