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An experimental study on the effectiveness of externally bonded corrugated GFRP laminates for flexural cracks of RC beams

机译:外粘结瓦楞纸GFRP层压板对RC梁挠曲裂缝有效性的试验研究

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摘要

In recent years, the most important challenges in the field of structural engineering are the repair and rehabilitation of structural members of existing buildings and bridges. Strengthening of existing structures may become necessary to cater for the latest codal provisions and to meet the expected life span. Many researches have carried out on shear and flexural strengthening of reinforced concrete beams using plain Glass Fibre Reinforced Polymer (GFRP) sheets. Usage of plain GFRP composites is a traditional method for strengthening reinforced concrete (RC) beams. So in the present work, the author is intended to check the possibility/suitability of using GFRP corrugated laminates for the purpose of strengthening the RC beams. With GFRP chopped strand mat, corrugated profile was fabricated in the industry and used as a new technique of strengthening system with a view to improve sectional properties and hence flexural strength of RC beams. It is observed that cracks are formed in existing structural members due to excessive deflections as a result of uncertainty in loading conditions. To simulate this condition, the test beams were pre-cracked up to 0.3 mm width at tension zone. Fourteen beams were tested to study the load carrying capacity of beams strengthened with plain sheets and corrugated laminates and those results were compared with control specimens. The novelty of using GFRP rectangular corrugated laminates to enhance the load carrying capacity of pre-cracked beams has been carefully studied experimentally. Also mathematical models were developed for the prediction of load carrying capacity of pre cracked strengthened beams. Furthermore theoretical analysis for control and beams strengthened with plain sheets and corrugated laminates were done and the results were compared with experimental results. The experimental results indicate that RC beams strengthened with GFRP corrugated laminates may provide an attractive rehabilitation technique for repair as well as strengthening. (C) 2017 Elsevier Ltd. All rights reserved.
机译:近年来,结构工程领域中最重要的挑战是对现有建筑物和桥梁的结构构件进行维修和修复。可能需要加强现有结构,以适应最新的法规要求并满足预期寿命。关于使用普通玻璃纤维增​​强聚合物(GFRP)板的钢筋混凝土梁的抗剪和抗弯加固的研究很多。普通GFRP复合材料的使用是加固钢筋混凝土(RC)梁的传统方法。因此,在目前的工作中,作者打算检查为增强RC梁而使用GFRP波纹层压板的可能性/适用性。使用GFRP短切原丝毡,在行业中制造出波纹型材,并将其用作加强系统的新技术,以改善RC梁的截面特性,从而改善其抗弯强度。可以看到,由于载荷条件的不确定性,由于过度的挠曲,在现有的结构构件中形成了裂纹。为了模拟这种情况,将测试梁在张紧区预裂开至0.3 mm的宽度。测试了14条横梁,以研究用平片和波纹层压板加强的横梁的承载能力,并将这些结果与对照样品进行比较。实验已经仔细研究了使用GFRP矩形波纹层压板来增强预裂梁的承载能力的新颖性。还开发了数学模型来预测预裂加固梁的承载能力。此外,对控制板和用平整板和波纹层压板加固的梁进行了理论分析,并将结果与​​实验结果进行了比较。实验结果表明,采用GFRP波纹层压板加固的RC梁可以提供一种有吸引力的修复和加固修复技术。 (C)2017 Elsevier Ltd.保留所有权利。

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