Theoretical Analysis of Load Capacity of EccentricalReinforced Concrete Columns with Concerete Cover
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TU375.302

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    Abstract:

    Based on the plane_section hypothesis of combination section,this paper describes the section strains of reinforced concrete columns with concrete cover under initial axial pressure and analyses the height of relative limit compression area and the stress of concrete and reinforcing bar of combination section in ultimate state.Meanwhile,the paper proposes practical calculation method of load capacity.

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江世永 龚崇斌.大偏心受压围套加固钢筋混凝土柱正截面承载力的理论分析[J].土木与环境工程学报(中英文),1999,21(5):27~30

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