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Design approaches for timber-glass beams
Linnaeus University, Faculty of Technology, Department of Building and Energy Technology.ORCID iD: 0000-0002-1181-8479
Silesian University of Technology, Poland.
Linnaeus University, Faculty of Technology, Department of Building Technology.ORCID iD: 0000-0002-5333-0682
2014 (English)In: Glass, facade, energy : Engineered Transparency International Conference at glasstec: Conference on Glass, Glass Technology, Facade Engineering and Solar Energy, 21 and 22 October 2014 / [ed] Schneider, Jens and Weller, Bernhard, 2014Conference paper, Published paper (Refereed)
Abstract [en]

This paper relates to the mechanical performance of timber-glass composite beams, which take exceptional advantage of the combination of the materials involved. Beam bending tests were performed with beams made from float glass and heat-strengthened glass. Three different adhesive types were used: silicone, acrylate and epoxy. The test results show that, with a proper design, the timber is able to transfer load after glass failure and hence collapse is delayed and a ductile behavior can be obtained. The results from the tests were compared with an analytical method using the gamma-method and the agreement between the analytical method and the tests are shown to be excellent.

Place, publisher, year, edition, pages
2014.
Keyword [en]
timber-glass composite beams, design approach, numerical simulation, experiments, gamma-method
National Category
Building Technologies
Research subject
Technology (byts ev till Engineering), Civil engineering
Identifiers
URN: urn:nbn:se:lnu:diva-38161ISBN: 978-3-86780-402-8 (print)OAI: oai:DiVA.org:lnu-38161DiVA, id: diva2:763109
Conference
Conference on Glass, Glass Technology, Facade Engineering and Solar Energy, 21 and 22 October 2014
Available from: 2014-11-13 Created: 2014-11-13 Last updated: 2015-09-28Bibliographically approved

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fulltext(675 kB)137 downloads
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CiteExportLink to record
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Citation style
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