Xiaochao Sun , Pianbao Shi , Hong Zhu , Zhiqiang Dong , Baogang Mu , Chee Kiong Soh
{"title":"FRP筋深层结构重定向加固砖砌体墙体抗剪性能研究","authors":"Xiaochao Sun , Pianbao Shi , Hong Zhu , Zhiqiang Dong , Baogang Mu , Chee Kiong Soh","doi":"10.1016/j.jobe.2025.113187","DOIUrl":null,"url":null,"abstract":"<div><div>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 (<span><math><mrow><mo>≤</mo></mrow></math></span> 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.</div></div>","PeriodicalId":15064,"journal":{"name":"Journal of building engineering","volume":"111 ","pages":"Article 113187"},"PeriodicalIF":6.7000,"publicationDate":"2025-06-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Shear performance of brick masonry walls strengthened by deep structural repointing using FRP reinforcement\",\"authors\":\"Xiaochao Sun , Pianbao Shi , Hong Zhu , Zhiqiang Dong , Baogang Mu , Chee Kiong Soh\",\"doi\":\"10.1016/j.jobe.2025.113187\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>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 (<span><math><mrow><mo>≤</mo></mrow></math></span> 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.</div></div>\",\"PeriodicalId\":15064,\"journal\":{\"name\":\"Journal of building engineering\",\"volume\":\"111 \",\"pages\":\"Article 113187\"},\"PeriodicalIF\":6.7000,\"publicationDate\":\"2025-06-14\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of building engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S235271022501424X\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of building engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S235271022501424X","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
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.
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.