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中文摘要：
基于5根不同张拉控制应力和不同截面面积的CFRP-PCPs复合筋的混凝土梁在低周反复荷载下的试验，对CFRP-PCPs复合筋混凝土梁挠度进行研究，根据试验结果，提出了CFRP-PCPs复合筋混凝土梁挠度计算方法，对比表明试验结果与计算值吻合较好。试验表明，CFRP-PCPs复合筋混凝土梁相比于预应力CFRP筋混凝土梁，有效改善了构件的受力性能和变形能力。
英文摘要：
Based on different tension control stress and different cross-sectional dimension of CFRP-PCPs composite reinforced con-crete beams,cyclic loading were tested on five concrete beams.Deflection of composite reinforced concrete beams of CFRP-PCPs is inves-tigated.According to the experimental results,a deflection expression is put forward.Comparison with experimental results showed reason-able matching the calculated values.The experimental results show that compared with the concrete beams of prestressed CFRP tendons , the concrete beams of CFRP-PCPs composite tendons effectively improves the structure of the force performance and deformation capacity.
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