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    Crack Spacing in Reinforced Concrete: Approximate Solution

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 009
    Author:
    Zdeněk P. Bažant
    ,
    Byung H. Oh
    DOI: 10.1061/(ASCE)0733-9445(1983)109:9(2207)
    Publisher: American Society of Civil Engineers
    Abstract: In a companion paper by Bazant and Oh, a simplified theory for predicting the spacing of cracks in a parallel crack system in reinforced concrete was presented. In this paper a different approximate analysis yields about the same result. For this purpose, a solution based on the formulas for the stress caused by a concentrated force in a halfspace is used.
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      Crack Spacing in Reinforced Concrete: Approximate Solution

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    http://yetl.yabesh.ir/yetl1/handle/yetl/29089
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    contributor authorZdeněk P. Bažant
    contributor authorByung H. Oh
    date accessioned2017-05-08T20:50:50Z
    date available2017-05-08T20:50:50Z
    date copyrightSeptember 1983
    date issued1983
    identifier other%28asce%290733-9445%281983%29109%3A9%282207%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29089
    description abstractIn a companion paper by Bazant and Oh, a simplified theory for predicting the spacing of cracks in a parallel crack system in reinforced concrete was presented. In this paper a different approximate analysis yields about the same result. For this purpose, a solution based on the formulas for the stress caused by a concentrated force in a halfspace is used.
    publisherAmerican Society of Civil Engineers
    titleCrack Spacing in Reinforced Concrete: Approximate Solution
    typeJournal Paper
    journal volume109
    journal issue9
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1983)109:9(2207)
    treeJournal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 009
    contenttypeFulltext
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