用外部预应力再生珠丝加固混凝土板的抗弯行为研究

IF 6.5 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Case Studies in Construction Materials Pub Date : 2024-06-29 DOI:10.1016/j.cscm.2024.e03456
Yan Li , Ziao Yao , Wenyang Dong , Daoheng Ying
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引用次数: 0

摘要

我们的研究小组使用一种创新的锚具,为钢筋混凝土楼板预应力回收珠丝。在这项工作中,设计了四组混凝土板:三组加固组和一组对照组。在这项工作中,设计了四组混凝土板:三组加固组和一组对照组。加固板分别承受 720 兆帕、900 兆帕和 1080 兆帕的受控拉伸应力。进行了四点弯曲静载荷实验,以验证推荐的加固方法,并评估不同控制拉伸应力对楼板弯曲性能的影响。本文对试样的承载能力、裂缝行为、刚度和延展性进行了分析。结果表明,再生胎圈钢丝作为外部预应力加固材料具有卓越的抗拉和抗弯能力。加固板的极限承载能力最大提高了 142%,从而显著提高了抗弯承载能力。使用再生珠丝成功提高了板的整体刚度,加固板的断裂表现出材料细密的特点。预应力钢丝的 "倒拱 "效应有效地控制了断裂的宽度,推迟了裂缝的出现,并降低了试样的损坏程度。施加更可控的拉伸应力与更高的承载能力有关,这也更好地限制了裂缝的发展和扩展。我们使用 ABAQUS 对四组混凝土板进行了数值模拟,并将模拟结果与实验测试结果进行了对比分析。此外,通过对极限承载能力和开裂挠度的理论分析,也证实了这种加固方法的可行性。它们的低碳特性可以解决废弃资源问题,并为回收废旧轮胎创造新的概念。
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Study on flexural behavior of concrete slabs strengthened with externally prestressed recycled bead wires

Recycled bead wires were prestressed for reinforced concrete slabs using an innovative anchor that our research group created. In this work, four concrete slab groups were designed: three reinforced groups and one control group. In this work, four concrete slab groups: three reinforced groups, and one control group were designed. The reinforced slabs were subjected to controlled stretching stress of 720 MPa, 900 MPa, and 1080 MPa. Four-point bending static load experiments were performed to verify the recommended reinforcement method and assess the effect of different controlled stretching stress on slab bending performance. This paper presents an analysis of the bearing capacity, crack behaviour, stiffness, and ductility of the specimens. The superior tensile and flexural capabilities of recycled bead wires were used as external prestressing reinforcement materials, as evidenced by the results. The reinforced slab exhibited a maximum increase in ultimate bearing capacity of 142 %, resulting in a significant enhancement of its flexural bearing capacity. The overall stiffness of the slab was successfully increased using recycled bead wires, and the fractures of the reinforced slab exhibited characteristics of fine and dense material. The 'inverted arch' effect of prestressed steel wires efficiently controlled the breadth of the fracture, postponed the onset of cracks, and decreased the degree of specimen damage. The application of more controlled stretching stress was associated with higher carrying capacity, and this also better restricted the development and expansion of cracks. A numerical simulation of four sets of concrete slabs was conducted using ABAQUS, with a subsequent comparative analysis of the results obtained with those of the experimental tests. Furthermore, the feasibility of this type of reinforcement was also confirmed by theoretical analyses of ultimate load-carrying capacity and cracking deflection. Their low-carbon qualities can address issues with waste resources and create new concepts for recycled waste tires.

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来源期刊
CiteScore
7.60
自引率
19.40%
发文量
842
审稿时长
63 days
期刊介绍: Case Studies in Construction Materials provides a forum for the rapid publication of short, structured Case Studies on construction materials. In addition, the journal also publishes related Short Communications, Full length research article and Comprehensive review papers (by invitation). The journal will provide an essential compendium of case studies for practicing engineers, designers, researchers and other practitioners who are interested in all aspects construction materials. The journal will publish new and novel case studies, but will also provide a forum for the publication of high quality descriptions of classic construction material problems and solutions.
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