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    Tension Stiffening in Lightly Reinforced Concrete Slabs

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 006
    Author:
    R. Ian Gilbert
    DOI: 10.1061/(ASCE)0733-9445(2007)133:6(899)
    Publisher: American Society of Civil Engineers
    Abstract: The tensile capacity of concrete is usually neglected when calculating the strength of a reinforced concrete beam or slab, even though concrete continues to carry tensile stress between the cracks due to the transfer of forces from the tensile reinforcement to the concrete through bond. This contribution of the tensile concrete is known as
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      Tension Stiffening in Lightly Reinforced Concrete Slabs

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    http://yetl.yabesh.ir/yetl1/handle/yetl/35058
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    contributor authorR. Ian Gilbert
    date accessioned2017-05-08T21:00:16Z
    date available2017-05-08T21:00:16Z
    date copyrightJune 2007
    date issued2007
    identifier other%28asce%290733-9445%282007%29133%3A6%28899%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35058
    description abstractThe tensile capacity of concrete is usually neglected when calculating the strength of a reinforced concrete beam or slab, even though concrete continues to carry tensile stress between the cracks due to the transfer of forces from the tensile reinforcement to the concrete through bond. This contribution of the tensile concrete is known as
    publisherAmerican Society of Civil Engineers
    titleTension Stiffening in Lightly Reinforced Concrete Slabs
    typeJournal Paper
    journal volume133
    journal issue6
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2007)133:6(899)
    treeJournal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 006
    contenttypeFulltext
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