{"title":"Flexural strengthening of concrete beams using prefabricated mortar laminates reinforced with GFRP bars and hybrid fibers","authors":"Reza Khaleghi, Mehrzad TahamouliRoudsari","doi":"10.1007/s42107-025-01330-x","DOIUrl":null,"url":null,"abstract":"<div><p>In this study, the flexural behavior of reinforced concrete beams strengthened with prefabricated mortar laminates reinforced with high-performance fiber-reinforced cementitious composite (PML-HPFRCC) was examined both numerically and experimentally. In addition to conducting bending tests on reinforced concrete beams, the performance of prefabricated mortar laminates was examined under both static and cyclic loading conditions. Three reinforced concrete beams were analyzed, including one reference beam and two reinforced with polymer fiber-reinforced prefabricated mortar laminates, featuring volume percentages of micro steel and polyvinyl alcohol contents of 1.8% and 0.5%, respectively. Numerical studies were conducted to evaluate the effects of the height of the strengthening plate and the percentage of reinforcement bars. The results from four-point bending tests demonstrated that the load-bearing capacity of beams reinforced with three and four polymer bars increased by 189% and 284%, respectively. Additionally, elastic stiffness increased by 28% and 92%, while energy absorption capacity decreased by 43% and 2.6%.</p></div>","PeriodicalId":8513,"journal":{"name":"Asian Journal of Civil Engineering","volume":"26 6","pages":"2585 - 2604"},"PeriodicalIF":0.0000,"publicationDate":"2025-04-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Asian Journal of Civil Engineering","FirstCategoryId":"1085","ListUrlMain":"https://link.springer.com/article/10.1007/s42107-025-01330-x","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"Engineering","Score":null,"Total":0}
引用次数: 0
Abstract
In this study, the flexural behavior of reinforced concrete beams strengthened with prefabricated mortar laminates reinforced with high-performance fiber-reinforced cementitious composite (PML-HPFRCC) was examined both numerically and experimentally. In addition to conducting bending tests on reinforced concrete beams, the performance of prefabricated mortar laminates was examined under both static and cyclic loading conditions. Three reinforced concrete beams were analyzed, including one reference beam and two reinforced with polymer fiber-reinforced prefabricated mortar laminates, featuring volume percentages of micro steel and polyvinyl alcohol contents of 1.8% and 0.5%, respectively. Numerical studies were conducted to evaluate the effects of the height of the strengthening plate and the percentage of reinforcement bars. The results from four-point bending tests demonstrated that the load-bearing capacity of beams reinforced with three and four polymer bars increased by 189% and 284%, respectively. Additionally, elastic stiffness increased by 28% and 92%, while energy absorption capacity decreased by 43% and 2.6%.
期刊介绍:
The Asian Journal of Civil Engineering (Building and Housing) welcomes articles and research contributions on topics such as:- Structural analysis and design - Earthquake and structural engineering - New building materials and concrete technology - Sustainable building and energy conservation - Housing and planning - Construction management - Optimal design of structuresPlease note that the journal will not accept papers in the area of hydraulic or geotechnical engineering, traffic/transportation or road making engineering, and on materials relevant to non-structural buildings, e.g. materials for road making and asphalt. Although the journal will publish authoritative papers on theoretical and experimental research works and advanced applications, it may also feature, when appropriate: a) tutorial survey type papers reviewing some fields of civil engineering; b) short communications and research notes; c) book reviews and conference announcements.