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FRP约束超高性能混凝土圆柱轴压本构模型

邓宗才 王义超

邓宗才, 王义超. FRP约束超高性能混凝土圆柱轴压本构模型[J]. 西南交通大学学报, 2015, 28(4): 641-647. doi: 10.3969/j.issn.0258-2724.2015.04.011
引用本文: 邓宗才, 王义超. FRP约束超高性能混凝土圆柱轴压本构模型[J]. 西南交通大学学报, 2015, 28(4): 641-647. doi: 10.3969/j.issn.0258-2724.2015.04.011
DENG Zongcai, WANG Yichao. Axial Compression Stress-Strain Model for UHPC Cylinders Confined by FRP[J]. Journal of Southwest Jiaotong University, 2015, 28(4): 641-647. doi: 10.3969/j.issn.0258-2724.2015.04.011
Citation: DENG Zongcai, WANG Yichao. Axial Compression Stress-Strain Model for UHPC Cylinders Confined by FRP[J]. Journal of Southwest Jiaotong University, 2015, 28(4): 641-647. doi: 10.3969/j.issn.0258-2724.2015.04.011

FRP约束超高性能混凝土圆柱轴压本构模型

doi: 10.3969/j.issn.0258-2724.2015.04.011
基金项目: 

国家自然科学基金资助项目(51378032)

北京市自然科学基金资助项目(8142005)

详细信息
    作者简介:

    邓宗才(1961-),男,教授,博士,博士生导师,研究方向为纤维混凝土结构,电话:13161031910,E-mail:dengzc@bjut.edu.cn

Axial Compression Stress-Strain Model for UHPC Cylinders Confined by FRP

  • 摘要: 为研究纤维增强复合材料(FRP)约束超高性能混凝土(UHPC)圆柱体的轴压性能,对30根FRP布约束和3根无约束UHPC圆柱体进行了轴心抗压试验,分析了FRP种类、纤维布层数和约束形式对UHPC轴压性能的影响规律.根据试验结果,同时考虑约束刚度和纤维布极限应变的影响,通过回归得到了约束试件强度和极限应变预测公式,并对Lam-Teng模型中的截距进行了修正.研究结果表明:约束比和侧向约束刚度是影响约束试件强度和极限应变的主要因素;约束试件的应力-应变曲线由抛物线和直线段组成;改进后Lam-Teng模型的拟合优度均值为0.96,能更精确地预测约束试件的应力-应变关系.

     

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出版历程
  • 收稿日期:  2014-10-16
  • 刊出日期:  2015-08-25

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