An Experimental Study on Shear and Flexural Strengthening of Concrete Beams Using GFRP Composites

M. Rashidi, Hana Takhtfirouzeh
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引用次数: 4

Abstract

Maintaining and restoring buildings has nowadays gained special importance due to its high cost. Various different methods have been presented regarding this matter due to the above-mentioned reason and also the ever-growing demand for the engineers and the building-industry specialists for strengthening, restoring, and improving the concrete structures. The effect of FRP sheets on shear and flexural strengthening of simple concrete beams has been examined in this research. Four concrete beams containing concrete were constructed with a similar cross section and length and a common resistance level. They underwent the two-point flexural test and their exploitation conditions were studied. The results showed that if the FRP sheets are used appropriately and with proper bracing in strengthening the concrete beam samples, there will be a significant increase in their shear and flexural strength. Moreover, it was observed that relative deformation measured on the concrete surface and the GFRP sheet is proportional.
GFRP复合材料对混凝土梁抗剪抗弯加固的试验研究
如今,由于成本高昂,维护和修复建筑物变得尤为重要。由于上述原因以及对工程师和建筑行业专家加强、修复和改进混凝土结构的不断增长的需求,已经提出了各种不同的方法。本文研究了FRP布对简单混凝土梁抗剪和抗弯加固的影响。四个包含混凝土的混凝土梁具有相似的截面和长度以及共同的阻力水平。进行了两点弯曲试验,并对其开发条件进行了研究。结果表明,在加固混凝土梁样时,如果采用合理的FRP布,并配以适当的支撑,可显著提高混凝土梁样的抗剪和抗弯强度。此外,观察到混凝土表面与GFRP片材的相对变形成正比。
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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