| People | Locations | Statistics |
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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
Places of action
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document
Development of load-bearing timber-glass composite shear wall elements
Abstract
Load-bearing timber-glass composite elements belong to the novel developments in the field of structural glass. Composite action is achieved by adhesively bonding the glass pane onto a timber substructure. Recent research works focus on shear walls in the building envelope. Glazing in façades and outer walls could contribute to the bracing of the structure or the stabilization of the façade itself. This paper presents a feasibility study of such timber-glass composite elements with a size of approximately 2.40 m x 2.40 m. Their full potential arises from the use of an adhesive of medium stiffness that exhibit rather small deformations compared to materials such as structural silicones. The performance of the components has been assessed in several experiments. The load-bearing capacity has been determined in a monotonous racking test and quasi-static reversed-cyclic tests on life-size specimens. A long-term creep test gives further proof of suitability. Finally, a prototype building comprising a load-bearing timber glass façade has been designed based on those full-scale shear wall components. This project also aims at working out the main construction details of the application of such elements as a façade. Special attention has been paid to achieve water and air-tightness, and to reduce thermal bridges.