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 language | English |
|---|---|
| Title of host publication | Challenging Glass 4- Structural Glass-Novel design methods and next generation products |
| Publisher | Taylor & Francis |
| ISBN (Print) | 978-1-138-00164-0 |
| Publication status | Published - 2014 |
| Event | Challenging Glass 4 & COST Action TU0905 Final Conference - Lausanne, Switzerland Duration: 2014 Feb 6 → 2014 Feb 7 |
Conference
| Conference | Challenging Glass 4 & COST Action TU0905 Final Conference |
|---|---|
| Country/Territory | Switzerland |
| City | Lausanne |
| Period | 2014/02/06 → 2014/02/07 |
Subject classification (UKÄ)
- Mechanical Engineering
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