M. Eng. Tamara Haußer, Prof. Dr.-Ing. Riccardo La Magna
{"title":"Timber-Earth – Structural Behaviour of a Composite Material for Horizontal Building Elements","authors":"M. Eng. Tamara Haußer, Prof. Dr.-Ing. Riccardo La Magna","doi":"10.1002/cepa.3290","DOIUrl":null,"url":null,"abstract":"<div>\n <p>Timber-earth hybrid systems for horizontally spanning structural elements offer a sustainable, circular-oriented solution with additional benefits related to sound insulation, fire resistance, and thermal mass. By leveraging the ecological advantages of earthen construction - such as low embodied emissions and material reusability - these systems present a viable alternative to conventional methods and contribute to a reduced environmental impact in the construction sector.</p>\n <p>This paper focuses on integrating earth as a load-bearing component to ensure effective load distribution between timber and earth. A key challenge in bending-stressed timber-earth systems is achieving efficient shear force transfer for reliable structural performance. To address this, a series of push-out tests were carried out, drawing on established approaches from timber-concrete composite research. The scalability of the resulting shear connection properties was then examined through tests on full-scale (1:1) components employing various shear connector types. For an initial numerical and computational assessment, commonly used design methods from timber-concrete composite systems - such as the γ-method and the truss model method - were employed.</p>\n </div>","PeriodicalId":100223,"journal":{"name":"ce/papers","volume":"8 1","pages":"45-56"},"PeriodicalIF":0.0000,"publicationDate":"2025-03-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://onlinelibrary.wiley.com/doi/epdf/10.1002/cepa.3290","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"ce/papers","FirstCategoryId":"1085","ListUrlMain":"https://onlinelibrary.wiley.com/doi/10.1002/cepa.3290","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
Timber-earth hybrid systems for horizontally spanning structural elements offer a sustainable, circular-oriented solution with additional benefits related to sound insulation, fire resistance, and thermal mass. By leveraging the ecological advantages of earthen construction - such as low embodied emissions and material reusability - these systems present a viable alternative to conventional methods and contribute to a reduced environmental impact in the construction sector.
This paper focuses on integrating earth as a load-bearing component to ensure effective load distribution between timber and earth. A key challenge in bending-stressed timber-earth systems is achieving efficient shear force transfer for reliable structural performance. To address this, a series of push-out tests were carried out, drawing on established approaches from timber-concrete composite research. The scalability of the resulting shear connection properties was then examined through tests on full-scale (1:1) components employing various shear connector types. For an initial numerical and computational assessment, commonly used design methods from timber-concrete composite systems - such as the γ-method and the truss model method - were employed.