带标称横向钢筋的环氧涂层棒接头的粘结强度

K. Pandurangan, G. Rao
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引用次数: 4

摘要

熔合环氧涂层是钢的防腐方法之一。本研究报告的主要目的是评估环氧涂层钢筋剪接约束侧钢筋的结合强度。六个全尺寸梁试件,设计破坏在键裂模式,在正弯曲试验。每根梁在跨中恒矩区用钢筋拼接加固。主要的变量是拼接区域的横向配筋量和对棒材的涂层。试验结果表明,横向加固提高了涂覆钢筋的粘结强度和梁的延性。约束指数为1.8、1.4和1.26时,涂层棒材的结合强度分别为未涂层棒材的93%、72%和59%。此外,当约束指数大于1.4时,建议在规范中使用1.35的键合减少系数来代替1.5。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Bond strength of epoxy coated bar splices confined with nominal lateral reinforcement
Fusion bonded epoxy coating is one of the methods used to protect steel against corrosion. The primary objective of this research reported in this paper is to evaluate the bond strength of epoxy coated bar splices confined with lateral reinforcement. Six full scale beams specimens, designed to fail in bond- splitting mode, were tested in positive bending. Each beam was reinforced with bars spliced in the constant moment region at mid span. The main variables were the amount of transverse reinforcement in the splice region and the coating to the bar. Test results indicate that transverse reinforcement improves the bond strength of coated bars and the ductility of the beams. The bond strength of coated bars is 93%, 72% and 59% of uncoated bars for confinement indices of 1.8, 1.4 and 1.26 respectively. Moreover, a bond reduction factor of 1.35 is suggested for use in code in place of 1.5,when the confinement index is greater than 1.4.
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