Experimental Study on Bond Strength of Continuous Carbon Fiber Sheet

玻璃钢 Pub Date : 1999-08-01 DOI:10.14359/5641
T. Ueda, Yasuhiko Sato, Y. Asano
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引用次数: 84

Abstract

An experimental study on bond strength of Continuous Fiber Sheet (CFS) was conducted. Based on the experimental results the bond strength and various factors are clarified. Bond strength does not increase with bond length for bond length longer than 100mm. As CFS stiffness increases, the maximum local and average bond stresses at delamination increase and CFS strain gradient decreases. CFS with a narrower width has a bond strength greater than that with a wider width. Non-uniform loading decreases the bond strength, however anchor steel plate with tensioned bolt increases it due to the bond between steel plate and CFS and confinement from the bolt. From the observed bond stress in CFS, the equation to predict the maximum local bond stress was proposed.
连续碳纤维片材粘结强度试验研究
对连续纤维片(CFS)粘结强度进行了试验研究。根据实验结果,阐明了粘结强度及影响因素。当粘接长度大于100mm时,粘接强度不随粘接长度增加而增加。随着CFS刚度的增大,分层处最大局部应力和平均粘结应力增大,CFS应变梯度减小。宽度较窄的复合材料粘结强度大于宽度较宽的复合材料粘结强度。非均匀加载降低了粘结强度,而受拉锚杆约束的锚固钢板由于与CFS的粘结作用和锚杆的约束作用而提高了粘结强度。根据观察到的CFS粘结应力,提出了预测CFS局部最大粘结应力的方程。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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