Prediction of Flexural Deformation of Reinforcement Concrete Beams with Polynomial Tension Stiffenin

来源 :Journal of Donghua University(English Edition) | 被引量 : 0次 | 上传用户：c2t2dy20

【摘要】

：

Based on an assumption of parabolic bond stress distribution,a simplified model with quartic polynomial function of the relative slip of steel bar and surroundi

【作者】

：

杨淑雁刘西拉冷予冰

【机构】

：

SchoolofNavalArchitecture

【出处】

：

Journal of Donghua University(English Edition)

【发表日期】

：

2013年2期

【关键词】

：

建筑结构钢筋混凝土结构混凝土结构建筑材料 tension stiffening polynomial function reinforced conc

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Based on an assumption of parabolic bond stress distribution,a simplified model with quartic polynomial function of the relative slip of steel bar and surrounding concrete for reinforced concrete (RC)tensile member was proposed. The post-cracking behavior

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Prediction of Flexural Deformation of Reinforcement Concrete Beams with Polynomial Tension Stiffenin

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