预应力混凝土构件中纤维增强聚合物筋摩擦系数试验研究

玻璃钢 Pub Date : 1999-01-01 DOI:10.14359/5677
M. Khin, M. Tanaka, K. Venkataramana, T. Harada
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引用次数: 1

摘要

本文对纤维增强聚合物(FRP)筋的摩擦系数进行了试验研究。将FRP筋固定在水泥砂浆中,用高膨胀材料(HEM)约束,并置于钢套拉拔试验中进行试验。试验是在不同围压水平下进行的。FRP筋的初始粘结和摩擦系数由围压与滑移曲线确定。给出了FRP筋与周围HEM的初始粘结和摩擦系数。新开发的压力传感器以与FRP筋相同的方式放置,以监测HEM引起的围压。将前人的研究结果与本文的研究结果进行了比较,发现两者吻合较好。并利用该监测系统报告了维纶和碳纤维复合材料的初始滑移、平均粘结应力和摩擦系数。维纶玻璃钢首次进行了测试,大尺寸碳纤维玻璃钢也被引入,因为它们是在实践中使用的主要候选材料。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental Study on Friction Factor for Fiber Reinforced Polymer Tendons in Pretensioned Prestressed Concrete Members
In this paper, an experimental study on the frictional coefficient of fiber reinforced polymer (FRP) tendons is made and reported. Test on FRP tendons fixed in cement mortar and confined with highly expansive material (HEM), and placed all together inside a steel sleeve pull-out test were conducted. Tests were carried out at various levels of confining pressure. The initial bond and the frictional coefficient of FRP tendons are determined from the graphs of confining pressure plotted against the slippage. The initial bond and the friction coefficient are presented for the FRP tendon with the surrounding HEM. A newly developed pressure transducer was placed in the same manner as the FRP tendon to monitor the confining pressure due to the HEM. The previous results are compared with the present one on Carbon FRP and found to agree well. Also the initial slippage and average bond stress and friction coefficient of Vinylon and Carbon FRP are reported using this monitoring system. The Vinylon FRP is tested for the first time and the large size Carbon FRP are also introduced as they are prime candidates for use in practice.
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