Experimental investigation on timber-glass composite I-beams

Marcin Kozlowski, Erik Serrano, Bertil Enquist

Research output: Chapter in Book/Report/Conference proceedingPaper in conference proceedingpeer-review

Abstract

<p>Timber-glass composite I-beams were manufactured and tested in bending to failure. The glass web of the I-beam was adhesively bonded to the timber flanges using three different adhesives: Epoxy, Acrylate and Silicone. For the webs two types of 8 mm thick glass were used: annealed float and heat heat-strengthened glass. Before testing the beams with heat-strengthened glass, the residual-stress profile through the thickness of the glass panels was measured using a portable scattered light polariscope SCALP. The results show that the beam stiffness was similar for the acrylate and epoxy-bonded beams, despite the difference in adhesive stiffness. The beams bonded with the silicone adhesive showed approximately 25% lower stiffness. In terms of load bearing capacity, the beams made using heat-strengthened glass were approximately 50% stronger than the beams made using annealed float, for the epoxy and acrylate adhesive. Using the silicone adhesive, the increase was approximately 20%.</p>
Original languageEnglish
Title of host publicationChallenging Glass 4- Structural Glass-Novel design methods and next generation products
PublisherTaylor & Francis
ISBN (Print)978-1-138-00164-0
Publication statusPublished - 2014
EventChallenging Glass 4 & COST Action TU0905 Final Conference - Lausanne, Switzerland
Duration: 2014 Feb 62014 Feb 7

Conference

ConferenceChallenging Glass 4 & COST Action TU0905 Final Conference
Country/TerritorySwitzerland
CityLausanne
Period2014/02/062014/02/07

Subject classification (UKÄ)

  • Mechanical Engineering

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