钢筋加环氧结构胶加固钢筋混凝土梁试验分析

R. J. C. Silva, M. Muniz, Ésio Magalhães Feitosa Lima, F. E. S. S. Silva Júnior, Carlos Valbson dos Santos Araújo
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引用次数: 0

摘要

本工作旨在分析钢筋和环氧胶粘剂对钢筋混凝土梁的加固效果。制作了5根梁,其中4根梁进行了抗弯加固。其中2个还采用“U”型夹条来改善加固锚固。试验表明,与没有夹梁的梁相比,夹梁降低了梁的阻力。无夹子加固梁效果较好,但最大的限制因素是环氧树脂与梁之间的粘附性。使用夹子解决粘附问题使本研究具有独创性。这些结论是基于对试验梁的比较得出的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental analysis of reinforced concrete beams strengthened with steel bars and epoxy structural adhesive
This work was aimed at analyzing the efficiency of the strengthening of reinforced concrete beams with the addition of steel bars and epoxy adhesive. Five beams were produced, out of which four beams were strengthened to flexure. In two of them, “U” clips were also used to improve the anchorage of the strengthening. The tests demonstrated that the clips reduced the resistances of the beams compared to those without clips. The strengthened beams without clips yielded better results, but the largest limiting factor was the adherence between the epoxy and beam. The use of clips for solving the problem of adherence made this research original. The conclusions were based on the comparisons of the tested beams. 
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CiteScore
0.30
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