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土木工程用CFRP筋弯折抗拉性能

, PP. 1300-1305

Keywords: 土木工程,CFRP,弯折,抗拉强度,折减系数

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Abstract:

针对碳纤维增强复合材料(CFRP)筋应用于土木工程过程中的弯折抗拉性能,开发了新型的抗拉强度测试技术对CFRP筋材真实抗拉强度进行了实测。利用模型试验对不同弯折角度下CFRP筋的弯折抗拉强度进行了测试,获得了CFRP筋应用于土木工程时对应弯折状态下的弯折抗拉强度折减系数,并拟合出该系数的经验公式。结果表明:现有的CFRP筋材抗拉强度测试技术的测试结果明显偏低,新开发的测试技术较之提高的幅度超过9%;给出的计算公式能预测不同折角下弯折抗拉强度的折减系数,当折角达到3°时,CFRP筋弯折抗拉强度较直线状态下降了18.9%。因此,在实际工程应用过程中,即使发生较小角度的弯折,也需考虑弯折对CFRP筋抗拉性能的折减。

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