增强混凝土中FRP包覆筋研究Ⅱ: 力学性能测试

MECHANICS BEHAVIOR OF FRP WRAPPED REBAR REINFORCED CONCRETE Ⅱ: MECHANIC TESTS

  • 摘要: 对FRP包覆筋进行了轴向拉伸破坏实验。实验测试分析表明, 金属芯和非金属包覆层之间的机械变形性能耦合, 使整个FRP筋在增强混凝土构件中呈现良好的双线性行为。实验所得的混杂FRP棒材应力-应变曲线的形状与理论曲线基本吻合, 为进一步包覆层优化设计和在混凝土工程中的应用提供理论基础。

     

    Abstract: The tensile tests were made for the FRP wrapped rebar with glass fiber layers and a steel core. The results show that there is a good bilinear character in the mechanic behavior coming from such a new kind of rebar. The test result coincides with the theoretical prediction. It is the basement for the design and application of FRP rebar in concrete engineering.

     

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