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以稻壳灰和碳纳米管替代水泥的可持续混凝土梁的抗剪性能评估

Shear performance evaluation of sustainable concrete beams containing rice husk ash and carbon nanotubes as cement replacement.

作者信息

Jing Yi, Lee Jin Chai, Moon Wei Chek, Ng Jing Lin, Yew Ming Kun, Jin Yong

机构信息

Department of Civil Engineering, Faculty of Engineering, Technology and Built Environment, UCSI University, Kuala Lumpur, Malaysia.

School of Civil Engineering, College of Engineering, Universiti Teknologi MARA, Shah Alam, Malaysia.

出版信息

PLoS One. 2025 Jun 4;20(6):e0320325. doi: 10.1371/journal.pone.0320325. eCollection 2025.

Abstract

The utilization of rice husk ash (RHA) as a cement substitute in concrete can mitigate the environmental issues caused by concrete production. This study is the first investigated the effect of different concentrations of multiwall carbon nanotubes (MWCNTs) on the shear behaviour of RHA-reinforced concrete (RC) beams. Three RHA RC beams incorporating different MWCNTs concentrations (0%, 0.1%, and 0.2%) were subjected to shear failure tests, with shear behaviour evaluated based on load-deflection capacity, failure load, strain distribution, and crack development morphology. The results indicate that the incorporation of well-dispersed MWCNTs (0.1%) significantly enhances the shear resistance of RHA RC beams. Specifically, with the addition of 0.1% MWCNTs, the first crack load, initial stiffness, and ultimate shear capacity increased by 34.78%, 38.4%, and 4.76%, respectively, while midspan deflection and ductility improved by 23.19% compared to the control specimen. However, excessive MWCNTs incorporation negatively impacted shear capacity, as the inclusion of 0.2% MWCNTs led to an 8.57% reduction in the ultimate shear capacity of the RHA RC beam. Additionally, the experimental results were compared with predictions from several models, including the ACI 318 model, Eurocode 2-05 model, Canadian standard, Bazant and Kim, Zsutty, and Collins and Kuchma models. The comparison revealed that the Eurocode 2-05 model, Canadian standard, and Zsutty models provide reliable predictions of the shear behaviour of RHA RC beams, with an error margin within 20%. The findings suggested that well-dispersed MWCNTs can play a role in improving the initial stiffness and ductility of RHA RC beams, enhancing the shear resistance of the beams, delaying shear failure, and preventing brittle failure of the beams. Furthermore, the improvement of the performance of RHA sustainable concrete components by MWCNTs contributes to the sustainable development of the construction industry.

摘要

将稻壳灰(RHA)用作混凝土中的水泥替代品可减轻混凝土生产所造成的环境问题。本研究首次探究了不同浓度的多壁碳纳米管(MWCNTs)对RHA增强混凝土(RC)梁抗剪性能的影响。对三根掺入不同MWCNTs浓度(0%、0.1%和0.2%)的RHA RC梁进行了剪切破坏试验,并基于荷载-挠度能力、破坏荷载、应变分布和裂缝发展形态对其抗剪性能进行了评估。结果表明,掺入分散良好的MWCNTs(0.1%)可显著提高RHA RC梁的抗剪能力。具体而言,添加0.1%的MWCNTs后,首条裂缝荷载、初始刚度和极限抗剪承载力分别提高了34.78%、38.4%和4.76%,而跨中挠度和延性相比对照试件提高了23.19%。然而,过量掺入MWCNTs对抗剪能力产生了负面影响,因为掺入0.2%的MWCNTs导致RHA RC梁的极限抗剪承载力降低了8.57%。此外,还将试验结果与包括美国混凝土学会(ACI)318模型、欧洲规范2-05模型、加拿大标准、巴赞特和金模型、祖蒂模型以及柯林斯和库奇马模型在内的多个模型的预测结果进行了比较。比较结果显示,欧洲规范2-05模型、加拿大标准和祖蒂模型对RHA RC梁的抗剪性能提供了可靠的预测,误差幅度在20%以内。研究结果表明,分散良好的MWCNTs可在提高RHA RC梁的初始刚度和延性、增强梁的抗剪能力、延迟剪切破坏以及防止梁的脆性破坏方面发挥作用。此外,MWCNTs对RHA可持续混凝土构件性能的改善有助于建筑行业的可持续发展。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b233/12136308/375a26924ab5/pone.0320325.g001.jpg

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