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双面钢板钢筋混凝土梁界限破坏弯矩理论计算分析

Xiaoling NIU,Quanping ZHENG,Xiaofeng WANG,Guojun LIU,Hai CAO

Protective Engineering（2013）

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Abstract
为了给双面钢板钢筋混凝土梁合理配筋和抗弯承载力设计计算提供理论依据和参考,基于梁的平截面假定,并忽略受拉区混凝土抗拉强度作用,提出了双面钢板钢筋混凝土梁抗弯承载力的理论分析方法.分析了梁界限破坏时梁截面压区混凝土与拉区钢板受力和破坏状态;推导了界限破坏时的配筋理论计算公式和弯矩理论计算公式.
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