Study on the mechanical properties and microstructure of recycled brick aggregate concrete with waste fiber

• Published in: Reviews on advanced materials science Vol. 63; no. 1; pp. pp. 1 - 16
• Main Authors: Wang, Ting, Cui, Shenao, Ren, Xiaoyu, Zhang, Weishen, Yang, Xuechao, Gong, Shangwei, Yang, Deqiang, Li, Bangxiang, Zhang, Wengang, Su, Tian, Mei, Xuefeng, Dong, Xiaoming, Duan, Liancheng, Ma, Zhiyuan, Cao, Xueyun, Yu, Xiyao
• Format: Journal Article
• Language: English
• Published: De Gruyter 30.01.2024
• Subjects: mechanical property; microstructure; recycled brick aggregate; waste fiber
• ISSN: 1605-8127; 1605-8127
• DOI: 10.1515/rams-2023-0175

Recycled concrete technology can promote the sustainable development of the construction industry, but the insufficient mechanical properties of recycled concrete have become a key constraint on its development. By adding waste fibers, the mechanical properties of recycled concrete can be improved, and the problem of disposing of waste polypropylene fibers can be solved. In this article, the effects of recycled brick aggregate content and waste fiber content on the mechanical properties and microstructures of recycled brick aggregate concrete through macroscopic mechanical experiments and microstructure experiments are investigated. The results show that the addition of recycled brick aggregate reduces the mechanical properties of concrete; when the content of recycled brick aggregate is 100%, the compressive strength and splitting tensile strength decrease by 22.04 and 20.00%, respectively. The addition of waste fibers can improve the mechanical properties of recycled brick aggregate concrete, but it is necessary to control the contents of waste fibers in a certain range. When the content of waste fibers is 0.08%, the best improvement effect on the mechanical properties of concrete is achieved; the compressive strength of concrete with a 50% (100%) recycled aggregate replacement rate increases by 6.06% (8.90%), while the splitting tensile strength of concrete with a 50% (100%) recycled aggregate replacement rate increases by 2.30% (6.16%). Through microstructural analysis, the mechanism by which waste fiber improves the mechanical properties of recycled brick aggregate concrete is revealed. The addition of waste fibers has the effect of strengthening the framework inside the recycled brick aggregate concrete, forming a good structural stress system and allowing the recycled brick aggregate concrete to continue to bear loads after cracking. In this study, waste brick aggregate and waste fiber are effectively utilized, which can not only reduce pollution to the environment but also realize the sustainable utilization of resources.