Axial compressive performance of sustainable BFRP-confined rectangular columns using recycled brick aggregates

IF 7 Q2 MATERIALS SCIENCE, COMPOSITES
Chisanuphong Suthumma , Ali Ejaz , Muhammad Jawed Iqbal , Ekkachai Yooprasertchai , Qudeer Hussain , Gritsada Sua-iam , Burachat Chatveera , Preeda Chaimahawan , Panumas Saingam
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Abstract

This study examines the mechanical behavior of basalt FRP confined rectangular concrete columns using crushed brick aggregates, addressing a research gap. While previous work focused on circular and square columns, this is the first to explore rectangular ones. The use of waste brick aggregates promotes sustainability. The study aims to assess the mechanical properties, expecting improvements in strength and ductility, and could lead to broader applications of basalt FRP. A total of 32 rectangular specimens were tested to evaluate the influence of aggregate type, concrete grade, and number of BFRP layers (0, 2, 4, and 6) on axial compressive performance. Results showed that BFRP confinement significantly enhanced strength and ductility, with maximum gains of 81% in strength and 230% in strain observed in low-strength natural aggregate concrete. Although recycled brick aggregate concrete (RBAC) exhibited lower stiffness, BFRP still provided up to 23% strength improvement. The effectiveness of confinement reduced with increasing unconfined strength. Post-peak analysis revealed that additional BFRP layers delayed stiffness degradation, promoting more ductile failure. Experimental elastic modulus closely matched ACI predictions in natural aggregate (NA) specimens but was overestimated in RBAC due to its higher porosity. The findings demonstrate the viability of BFRP confinement for enhancing the structural performance of sustainable concrete, while emphasizing the need for aggregate-specific design considerations. Design-oriented modelling was adopted to predict the complete stress-strain response of BFRP-confined concrete incorporating both natural and recycled brick coarse aggregates. A two-branch idealization of the compressive response was performed. Several key points were identified and predicted by using nonlinear regression analysis. The proposed approach closely predicted the response of BFRP-confined concrete.
使用再生砖骨料的可持续bfrp约束矩形柱的轴压性能
本研究考察了使用碎砖骨料的玄武岩FRP约束矩形混凝土柱的力学行为,解决了研究空白。虽然以前的工作主要集中在圆形和方形的柱子上,但这是第一次探索矩形的柱子。废砖骨料的使用促进了可持续性。该研究旨在评估玄武岩FRP的力学性能,期望在强度和延性方面有所改善,并可能导致玄武岩FRP的更广泛应用。为了评估骨料类型、混凝土等级和BFRP层数(0、2、4和6层)对轴压性能的影响,共对32个矩形试件进行了试验。结果表明,BFRP约束显著提高了混凝土的强度和延性,在低强度天然骨料混凝土中,强度和应变分别提高了81%和230%。虽然再生砖骨料混凝土(RBAC)表现出较低的刚度,但BFRP仍提供高达23%的强度提高。约束的有效性随着无侧限强度的增加而降低。峰后分析显示,额外的BFRP层延迟了刚度退化,促进了更多的延性破坏。实验弹性模量与天然骨料(NA)试样的ACI预测非常接近,但由于RBAC的孔隙率较高,因此高估了其弹性模量。研究结果证明了BFRP约束在增强可持续混凝土结构性能方面的可行性,同时强调了骨料特定设计考虑的必要性。采用面向设计的模型来预测含有天然和再生砖粗骨料的bfrp约束混凝土的完整应力-应变响应。压缩响应的两分支理想化被执行。利用非线性回归分析识别和预测了几个关键点。该方法能较好地预测bfrp约束混凝土的响应。
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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来源期刊
Composites Part C Open Access
Composites Part C Open Access Engineering-Mechanical Engineering
CiteScore
8.60
自引率
2.40%
发文量
96
审稿时长
55 days
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