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| Naji, M. |
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| Motta, Antonella |
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| Aletan, Dirar |
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| Mohamed, Tarek |
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| Ertürk, Emre |
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| Taccardi, Nicola |
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| Kononenko, Denys |
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| Petrov, R. H. | Madrid |
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| Alshaaer, Mazen | Brussels |
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| Bih, L. |
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| Casati, R. |
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| Muller, Hermance |
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| Kočí, Jan | Prague |
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| Šuljagić, Marija |
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| Kalteremidou, Kalliopi-Artemi | Brussels |
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| Azam, Siraj |
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| Ospanova, Alyiya |
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| Blanpain, Bart |
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| Ali, M. A. |
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| Popa, V. |
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| Rančić, M. |
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| Ollier, Nadège |
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| Azevedo, Nuno Monteiro |
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| Landes, Michael |
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| Rignanese, Gian-Marco |
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Nicklisch, Felix
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (9/9 displayed)
- 2021Thin glass in façades: Adhesive joints for thin glass composite panels with 3D printed polymer cores
- 2020Thin glass composite panels: Investigation of the adhesive joint between 3D printed polymer core and glass
- 2019The KLEBTECH Network - Quality Management and Damage Tolerance of Adhesive Bonding for Glass in Building Construction
- 2018Evaluation of joining methods for novel timber–aluminum composite profiles for innovative louver windows and facade elements
- 2016Experimental and Numerical Study on Glass Stresses and Shear Deformation of Long Adhesive Joints in Timber-Glass Compositescitations
- 2015Development of load-bearing timber-glass composite shear wall elements
- 2014Joint study on material properties of adhesives to be used in load-bearing timber-glass composite elements.
- 2013Assessment of the Suitability of Adhesives for Load-Bearing Timber-Glass Composite Elements
- 2011Loadbearing Tests on Bonded Glass Frame Corners
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document
Assessment of the Suitability of Adhesives for Load-Bearing Timber-Glass Composite Elements
Abstract
Sustainability is an important issue in present-day architecture. Thus, there is a strong demand for innovative timber solutions. Sophisticated timber structures usually comprise large prefabricated timber panels. The size of a glass façade in such systems is restrained by the structurally vital shear walls, as glass is solely used as an infill panel. If glass is considered a load-bearing element, such limitations can be overcome.<br/>The full potential of the composite elements evolves with the application of mid- and high-strength adhesives which exhibit rather low deformation compared to highly elastic adhesives such as structural silicones. The paper presents the investigation of different adhesives from a shortlist to prove their suitability for timber-glass composite construction. The selection process comprises several experimental studies on the bulk material and on small bonded parts. The viscoelastic material properties of the adhesives and the glass transition temperatures were determined by means of a dynamic mechanical analysis. The stress-strain-relation, the tensile modulus and the Poisson’s ratio were obtained<br/>from uniaxial tensile testing. Shear tests were performed under short-term loading at different temperature levels to evaluate the adhesion. As a result a number of adhesives are suggested for further testing under long-term loading and artificial ageing.