Shear strength of non-shear reinforced concrete elements: Part 2. T- beams

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    Abstract

    The paper deals with the plastic shear strength of non shear reinforced T-beams.The influence of an un-reinforced flange on the shear capacity is investigated by considering a failure mechanism involving crack sliding in the web and a kind of membrane action over an effective width of the flange. The position of the crack in which sliding takes place is determined by the crack sliding model developed by Jin-Ping Zhang. The theoretical calculations are compared with test results reported in the literature. A good agreement has been found.A simplified method to calculate the shear capacity of T-beams is presented.
    Original languageEnglish
    Number of pages32
    Publication statusPublished - 1997

    Bibliographical note

    R-29

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