{"title":"Study on the bond-slip mechanism between crescent ribbed rebar and recycled aggregate concrete: rib-scale simulation and theoretical analysis","authors":"Biao Liu , Kaiwen Zhang","doi":"10.1016/j.jobe.2025.112666","DOIUrl":null,"url":null,"abstract":"<div><div>This paper focuses on the bond-slip mechanism between crescent ribbed rebar and recycled aggregate concrete (RAC) at rib scale. Firstly, the auxiliary software for parametric modeling has been developed, which can instantly create 3D rib-scale simulation models. Secondly, the development law of internal damage along longitudinal and transverse directions was revealed, and the opening displacement, interface pressure, and stress at the rib were analyzed in detail. Then, parametric study and mechanism analysis were conducted. The bond strength decreases as the anchorage length, rib spacing, and replacement rate increase, but increases as the rib height and relative thickness of protective layer increase. The influence of the angle between the rib and the axis follows a quadratic function relationship. The inclination angle of the rib side has an impact after the peak. Finally, the empirical model for the ultimate and residual bond strength of rebar in RAC, considering rib dimensions, was proposed.</div></div>","PeriodicalId":15064,"journal":{"name":"Journal of building engineering","volume":"106 ","pages":"Article 112666"},"PeriodicalIF":6.7000,"publicationDate":"2025-04-14","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/S2352710225009039","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}
引用次数: 0
Abstract
This paper focuses on the bond-slip mechanism between crescent ribbed rebar and recycled aggregate concrete (RAC) at rib scale. Firstly, the auxiliary software for parametric modeling has been developed, which can instantly create 3D rib-scale simulation models. Secondly, the development law of internal damage along longitudinal and transverse directions was revealed, and the opening displacement, interface pressure, and stress at the rib were analyzed in detail. Then, parametric study and mechanism analysis were conducted. The bond strength decreases as the anchorage length, rib spacing, and replacement rate increase, but increases as the rib height and relative thickness of protective layer increase. The influence of the angle between the rib and the axis follows a quadratic function relationship. The inclination angle of the rib side has an impact after the peak. Finally, the empirical model for the ultimate and residual bond strength of rebar in RAC, considering rib dimensions, was proposed.
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.