FRP筋深层结构重定向加固砖砌体墙体抗剪性能研究

IF 6.7 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Xiaochao Sun , Pianbao Shi , Hong Zhu , Zhiqiang Dong , Baogang Mu , Chee Kiong Soh
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引用次数: 0

摘要

在保持历史真实性的同时提高砌体结构的抗震安全性需要特定的改造技术。床节点结构重新定位已经成为遗产保护的一个有吸引力的解决方案。然而,现有的研究主要集中在浅埋深度(≤30 mm),结论不一。为了在考虑施工可行性的同时优化加固效果,本研究创新性地将预埋深度增加到80 mm,对FRP筋深层结构重指加固砖砌体墙体的抗剪性能进行了研究。通过对角压缩试验,分析了FRP筋类型、沟槽频率和每沟槽配筋量3个变量下的裂纹形态、破坏模式、剪应力-应变曲线及相关力学参数。试验结果表明,近表面贴装(NSM) FRP加固显著改善了砌体墙体的峰后性能。与未加筋试件相比,抗剪强度提高了6% ~ 67%,极限应变提高了54% ~ 444%,延性提高了75% ~ 361%,耗能能力提高了39% ~ 1113%。这些数值突出了结构重定向在提高变形能力方面的有效性。FRP增强材料性能对抗剪性能的影响较小,而几何参数对抗剪性能的影响较大。而不是仅仅增加槽的频率,增加每个槽的配筋量被证明是一个更有效的策略。此外,深层结构重定向通过降低偏心效应降低了面外故障风险。根据试验结果,提出了NSM FRP加固砌体墙体抗剪承载力的预测公式,为FRP材料在历史建筑修复中的应用提供了可靠的设计依据。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Shear performance of brick masonry walls strengthened by deep structural repointing using FRP reinforcement
Enhancing seismic safety of masonry structures while preserving historical authenticity requires specific retrofitting techniques. Bed-joint structural repointing has emerged as an attractive solution for heritage conservation. However, existing studies primarily focus on shallow embedment depths ( 30 mm) with divergent conclusions. In order to optimize the strengthening effect while considering the construction feasibility, this study innovatively increased the embedment depth to 80 mm to examine the shear performance of brick masonry walls strengthened by deep structural repointing with FRP reinforcement. Through diagonal compression tests, crack patterns, failure modes, shear stress-strain curves and related mechanical parameters were analysed under three variables: FRP reinforcement type, frequency of grooves and amount of reinforcement per groove. Experimental results revealed the near-surface mounted (NSM) FRP reinforcement significantly improved the post-peak performance of the masonry walls. Compared to unreinforced specimens, the shear strength increased by 6 %–67 %, ultimate strain by 54 %–444 %, ductility by 75 %–361 %, and energy dissipation capacity by 39 %–1113 %. These values highlighted the efficacy of structural repointing in deformation capacity improvement. The material property of FRP reinforcement had a minimal effect on shear performance improvement, while the geometric parameter exerted a greater influence. Instead of merely increasing the frequency of grooves, enhancing the reinforcement amount per groove proved to be a more effective strategy. Additionally, deep structural repointing mitigated out-of-plane failure risk by reducing eccentricity effects. Based on the experimental findings, predictive formulas for the shear capacity of masonry walls reinforced with NSM FRP were proposed, providing a reliable design basis for the application of FRP materials in historical building rehabilitation.
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来源期刊
Journal of building engineering
Journal of building engineering Engineering-Civil and Structural Engineering
CiteScore
10.00
自引率
12.50%
发文量
1901
审稿时长
35 days
期刊介绍: The Journal of Building Engineering is an interdisciplinary journal that covers all aspects of science and technology concerned with the whole life cycle of the built environment; from the design phase through to construction, operation, performance, maintenance and its deterioration.
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