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    Slenderness Limit for Short FRP-Confined Circular RC Columns

    Source: Journal of Composites for Construction:;2012:;Volume ( 016 ):;issue: 006
    Author:
    T. Jiang
    ,
    J. G. Teng
    DOI: 10.1061/(ASCE)CC.1943-5614.0000293
    Publisher: American Society of Civil Engineers
    Abstract: Strengthening of RC columns through lateral confinement provided by external fiber-reinforced polymer (FRP) jackets (or wraps) has become an increasingly popular technique over the past decade. Nevertheless, relevant design provisions in existing design guidelines are only concerned with the design of FRP jackets for short columns in which the slenderness effect is negligible. Even for the safe application of the existing design provisions for short columns, there is an urgent need to define a slenderness limit for short FRP-confined columns. This paper proposes such a slenderness limit expression based on the numerical results of a comprehensive parametric study that investigates the effects of various parameters on the slenderness limit using a recently developed theoretical column model. An important feature of the proposed expression is that it separates the effect of FRP confinement on the slenderness limit from the effect of other parameters. This feature allows existing slenderness limit expressions for short RC columns of different forms to be readily upgraded for use in the design of FRP-confined RC columns by incorporating the part dealing with the effect of FRP confinement in the proposed expression.
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      Slenderness Limit for Short FRP-Confined Circular RC Columns

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    http://yetl.yabesh.ir/yetl1/handle/yetl/57428
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    contributor authorT. Jiang
    contributor authorJ. G. Teng
    date accessioned2017-05-08T21:36:34Z
    date available2017-05-08T21:36:34Z
    date copyrightDecember 2012
    date issued2012
    identifier other%28asce%29cc%2E1943-5614%2E0000296.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57428
    description abstractStrengthening of RC columns through lateral confinement provided by external fiber-reinforced polymer (FRP) jackets (or wraps) has become an increasingly popular technique over the past decade. Nevertheless, relevant design provisions in existing design guidelines are only concerned with the design of FRP jackets for short columns in which the slenderness effect is negligible. Even for the safe application of the existing design provisions for short columns, there is an urgent need to define a slenderness limit for short FRP-confined columns. This paper proposes such a slenderness limit expression based on the numerical results of a comprehensive parametric study that investigates the effects of various parameters on the slenderness limit using a recently developed theoretical column model. An important feature of the proposed expression is that it separates the effect of FRP confinement on the slenderness limit from the effect of other parameters. This feature allows existing slenderness limit expressions for short RC columns of different forms to be readily upgraded for use in the design of FRP-confined RC columns by incorporating the part dealing with the effect of FRP confinement in the proposed expression.
    publisherAmerican Society of Civil Engineers
    titleSlenderness Limit for Short FRP-Confined Circular RC Columns
    typeJournal Paper
    journal volume16
    journal issue6
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000293
    treeJournal of Composites for Construction:;2012:;Volume ( 016 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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