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Behaviour of reinforced concrete beams strengthened externally using pineapple leaf fibre (PALF) epoxy composite plate

机译:菠萝叶纤维(PALF)环氧复合板对外加固钢筋混凝土梁的性能

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摘要

Reinforced concrete (RC) beams are often subjected to deterioration and degradation due to acid attack, overloading, poor construction condition and natural disasters. Repairing and retrofitting of RC beams are needed. The most traditional way to retrofit concrete element is externally bonding of steel plates to concrete. However it is more susceptible to corrosion and hard to install. The retrofitting technique commonly used to replace steel plates is synthetic fibre such as carbon, aramid and glass. Synthetic fibres are expensive and non-biodegradable. Hence, natural fibres are used to replace synthetic fibres towards environmental friendly and sustainable strengthening. The purpose of this research is to study the physical behaviour of pineapple leaf fibre (PALF) treated with different concentration (2%, 5% and 8%) of Sodium Hydroxide, to evaluate the flexural strength of PALF composite plate with epoxy of different volume ratio (0.1, 0.2, 0.3, 0.4) and the effectiveness of PALF-epoxy composite plate to RC beam. The experimental works carried out in the study were alkali (NaOH) treatment, Scanning Electron Microscope (SEM), single fibre test, flexural test of composite plates, and four-point loading test on beams. From the results, the tensile force for fibres treated with 2%, 5% and 8% NaOH decreased 40.8%, 56.3% and 68.2% as compared to untreated fibre. The increase in fibre content of composite samples from 20% to 40% increased the flexural strength by the range of 260% to 460% as compared to neat epoxy. The maximum flexural strength was obtained at fibre volume ratio of 40%. The research found that the beams with PALF-epoxy composite plate increased the flexural strength by 8% as compared to control beam when tested under four point loading system. The beam with PALF-epoxy composite plate has reduced its deflection by 74% at maximum load as compared to the control beam. In terms of crack pattern, PALF- epoxy composite plate has directed the crack to appear at the edge of the plate resulted in diagonal cracking. Hence, it is concluded that the PALF-epoxy composite plate is effective to be used as external strengthening material for retrofitting and rehabilitation of RC beams.
机译:钢筋混凝土(RC)梁经常由于酸侵蚀,超载,不良的施工条件和自然灾害而遭受损坏和退化。需要修理和翻新RC梁。改造混凝土构件的最传统方法是钢板与混凝土的外部粘结。但是,它更容易受到腐蚀并且难以安装。通常用于替代钢板的翻新技术是合成纤维,例如碳,芳纶和玻璃。合成纤维价格昂贵并且不可生物降解。因此,天然纤维被用来代替合成纤维,以实现环境友好和可持续的增强。本研究的目的是研究用不同浓度(2%,5%和8%)的氢氧化钠处理的菠萝叶纤维(PALF)的物理行为,以评估不同体积的环氧树脂对PALF复合板的抗弯强度。比例(0.1、0.2、0.3、0.4)和PALF-环氧树脂复合板对RC梁的有效性。研究中进行的实验工作包括碱(NaOH)处理,扫描电子显微镜(SEM),单纤维测试,复合板的弯曲测试以及梁的四点载荷测试。根据结果​​,与未处理的纤维相比,用2%,5%和8%的NaOH处理的纤维的张力降低了40.8%,56.3%和68.2%。与纯环氧树脂相比,复合材料样品的纤维含量从20%增加到40%,使弯曲强度提高了260%至460%。在纤维体积比为40%时获得最大的弯曲强度。研究发现,在四点加载系统下进行测试时,带有PALF-环氧树脂复合板的梁的抗弯强度比对照梁提高了8%。与控制梁相比,带有PALF-环氧树脂复合板的梁在最大负载下的挠度降低了74%。在裂纹模式方面,PALF-环氧复合板引导裂纹出现在板的边缘,导致对角线裂纹。因此,可以得出结论,PALF-环氧树脂复合板可以有效地用作外部加固材料,以对RC梁进行翻新和修复。

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    Joyce Ting Shu Qian;

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  • 年度 2016
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