{"title":"Failure mechanisms in CLT shearwalls with cut-out openings","authors":"Mohammadreza Khajehpour, Ghasan Doudak, Riccardo Fanti, Daniele Casagrande","doi":"10.1617/s11527-025-02761-3","DOIUrl":null,"url":null,"abstract":"<div><p>Review of the existing literature on monolithic CLT shear walls with openings reveals that a notable gap in knowledge on the panel failure modes still exists. A very limited number of shearwall specimens involved failure in the CLT panel, and understanding of how such failure mechanism can impact the overall behaviour of shearwalls is yet to be fully established. This study presents an experimental investigation on 12 monolithic CLT shearwalls with a single opening (e.g. door or window opening) designed to reach failure in the CLT panel. The test results were predicted by means of numerical models. All shearwalls tested exhibited crack initiation in the lintel or parapet as an initial failure while the ultimate failure occurred in the hold-down. Two different scenarios for crack propagation were observed with significant impact on the behaviour of the wall. The numerical prediction was reasonable in terms of the overall wall behaviour and load–displacement curves, as well as the opening and propagation of cracks in the CLT panels.</p></div>","PeriodicalId":691,"journal":{"name":"Materials and Structures","volume":"58 7","pages":""},"PeriodicalIF":3.9000,"publicationDate":"2025-09-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Materials and Structures","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1617/s11527-025-02761-3","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0
Abstract
Review of the existing literature on monolithic CLT shear walls with openings reveals that a notable gap in knowledge on the panel failure modes still exists. A very limited number of shearwall specimens involved failure in the CLT panel, and understanding of how such failure mechanism can impact the overall behaviour of shearwalls is yet to be fully established. This study presents an experimental investigation on 12 monolithic CLT shearwalls with a single opening (e.g. door or window opening) designed to reach failure in the CLT panel. The test results were predicted by means of numerical models. All shearwalls tested exhibited crack initiation in the lintel or parapet as an initial failure while the ultimate failure occurred in the hold-down. Two different scenarios for crack propagation were observed with significant impact on the behaviour of the wall. The numerical prediction was reasonable in terms of the overall wall behaviour and load–displacement curves, as well as the opening and propagation of cracks in the CLT panels.
期刊介绍:
Materials and Structures, the flagship publication of the International Union of Laboratories and Experts in Construction Materials, Systems and Structures (RILEM), provides a unique international and interdisciplinary forum for new research findings on the performance of construction materials. A leader in cutting-edge research, the journal is dedicated to the publication of high quality papers examining the fundamental properties of building materials, their characterization and processing techniques, modeling, standardization of test methods, and the application of research results in building and civil engineering. Materials and Structures also publishes comprehensive reports prepared by the RILEM’s technical committees.