首页> 外文会议>Shanghai International Conference on Technology of Architecture and Structure(ICTAS 2009)(2009 中国上海国际建筑科技大会)论文集 >Study on the Crack Spacing of Concrete Flexural Member Hybrid Reinforced with BFRP Tendons and Steel Bars
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Study on the Crack Spacing of Concrete Flexural Member Hybrid Reinforced with BFRP Tendons and Steel Bars

机译:BFRP筋与钢筋混合的混凝土受弯构件裂缝间距研究。

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摘要

According to the crack spacing calculation theory of reinforced concrete flexural member, crack spacing theory of concrete beam hybrid reinforced with BFRP tendons and steel bars was analyzed and the crack spacing calculation formula was proposed. Three different area ratios of BFRP tendons to steel bars hybrid reinforced concrete beams, one BFRP reinforced concrete beam and one reinforced concrete beam static bending test were made, the formula was modified and the unknown coefficients were determined according to the test.
机译:根据钢筋混凝土受弯构件的裂缝间距计算理论,分析了BFRP筋与钢筋混合的混凝土梁的裂缝间距理论,提出了裂缝间距计算公式。进行了三种不同的BFRP筋与钢筋混合钢筋混凝土梁面积比的计算,分别进行了一根BFRP钢筋混凝土梁和一根钢筋混凝土梁的静态弯曲试验,对该公式进行了修改,并根据试验确定了未知系数。

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