An experimental-analytical investigation of the mechanical behaviour of moment-resisting timber connections using slotted-in steel plates with threaded rods
IF 3.9 3区 工程技术Q2 CONSTRUCTION & BUILDING TECHNOLOGY
Elif Appavuravther, Robbe Celis, Dan Dragan, Tine Engelen, Jose Henriques, Bram Vandoren
{"title":"An experimental-analytical investigation of the mechanical behaviour of moment-resisting timber connections using slotted-in steel plates with threaded rods","authors":"Elif Appavuravther, Robbe Celis, Dan Dragan, Tine Engelen, Jose Henriques, Bram Vandoren","doi":"10.1617/s11527-026-03284-1","DOIUrl":null,"url":null,"abstract":"<div><p>The use of moment-connections with dowel-type connectors and slotted-in steel plates is becoming an increasingly used solution in mid- to high-rise timber structures. In this paper, the moment capacity and rotational stiffness of such moment connections have been studied through a limited experimental campaign with specimens climatised between 30% and 95% relative humidity (RH). The test specimens were monitored with digital image correlation (DIC) system to determine the changes on the surface displacement, centre of rotation (CoR) and crack propagation. The experimental results reveal a reduction in initial stiffness and ultimate moment capacity with increasing moisture content. The DIC results show the CoR is not at the geometric centre of the dowels, which is a common assumption in the analytical models available in the literature. Analytical predictions from EN 1995–1-1:2025 and literature were evaluated against the experimental data, showing that code-based approaches overestimate rotational stiffness by 35% and moment capacity by 80%. The findings demonstrate that the CoR has a substantial effect on moment connection performance and that existing analytical models require refinement for applications.</p><h3>Graphical abstract</h3><div><figure><div><div><picture><source><img></source></picture></div></div></figure></div></div>","PeriodicalId":691,"journal":{"name":"Materials and Structures","volume":"59 8","pages":""},"PeriodicalIF":3.9000,"publicationDate":"2026-09-21","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/s11527-026-03284-1","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
The use of moment-connections with dowel-type connectors and slotted-in steel plates is becoming an increasingly used solution in mid- to high-rise timber structures. In this paper, the moment capacity and rotational stiffness of such moment connections have been studied through a limited experimental campaign with specimens climatised between 30% and 95% relative humidity (RH). The test specimens were monitored with digital image correlation (DIC) system to determine the changes on the surface displacement, centre of rotation (CoR) and crack propagation. The experimental results reveal a reduction in initial stiffness and ultimate moment capacity with increasing moisture content. The DIC results show the CoR is not at the geometric centre of the dowels, which is a common assumption in the analytical models available in the literature. Analytical predictions from EN 1995–1-1:2025 and literature were evaluated against the experimental data, showing that code-based approaches overestimate rotational stiffness by 35% and moment capacity by 80%. The findings demonstrate that the CoR has a substantial effect on moment connection performance and that existing analytical models require refinement for applications.
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.