| 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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Nielsen, Jens Henrik
Technical University of Denmark
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (23/23 displayed)
- 2023A modified split-Hopkinson pressure bar setup enabling stereo digital image correlation measurements for flexural testingcitations
- 2022The in-plane expansion of fractured thermally pre-stressed glass panescitations
- 2022High strain rate characterisation of soda-lime-silica glass and the effect of residual stressescitations
- 2021Tensile behaviour of soda-lime-silica glass and the significance of load duration – A literature reviewcitations
- 2021A connected glass community
- 2019Experimental Study of Residual Stresses in Hybrid Laser Arc and Submerged Arc-Welded 10-mm-Thick Low-Carbon Steel Platescitations
- 2019Experimental Study of Residual Stresses in Hybrid Laser Arc and Submerged Arc-Welded 10-mm-Thick Low-Carbon Steel Platescitations
- 2019An experimental investigation of the flexural strength of soda–lime–silica glass at high loading ratescitations
- 2019Architectural Glasscitations
- 2019A novel full-view split Hopkinson pressure bar technique for flexural testing
- 2016Stress relaxation in tempered glass caused by heat soak testingcitations
- 2016Stress relaxation in tempered glass caused by heat soak testingcitations
- 2016Numerical simulation of residual stresses at holes near edges and corners in tempered glass: A parametric study
- 2013Numerical analyses of the effect of SG-interlayer shear stiffness on the structural performance of reinforced glass beams
- 2013A model for spalling of HPC thin plates exposed to firecitations
- 2013Fire performance of basalt FRP mesh reinforced HPC thin plates
- 2010Finite Element Implementation of a Glass Tempering Model in Three Dimensionscitations
- 2010Finite Element Implementation of a Glass Tempering Model in Three Dimensionscitations
- 2009The Fracture Process of Tempered Soda-Lime-Silica Glasscitations
- 2007Mechanically reinforced glass beams
- 2007Mechanically reinforced glass beams
- 2007An implementation of 3D viscoelatic behavior for glass during toughening
- 2007An implementation of 3D viscoelatic behavior for glass during toughening
Places of action
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document
Mechanically reinforced glass beams
Abstract
The use of glass as a load carrying material in structural elements is rarely seen even though glass is a popular material for many architects. This is owed to the unreliable and low tensile strength, which is due to surface flaws and high brittleness of the material. These properties lead to breakage without any warning or ductility, which can be catastrophic if no precautions are taken. One aspect of this issue is treated here by looking at the possibility of mechanically reinforcing glass beams in order to obtain ductile failure for such a structural component.A mechanically reinforced laminated float glass beam is constructed and tested in four-point bending. The beam consist of 4 layers of glass laminated together with a slack steel band glued onto the bottom face of the beam. The glass parts of the tested beams are {1700}{mm} long and {100}{mm} high, and the total width of one beam is {4}{mm}. It is reinforced with a {3}{mm} high steel band covering the full width of the beam. The experimental setup is described and results for this beam are presented. Furthermore, the results for three similar experiments with a {6}{mm} steel band reinforcement are briefly presented. The experiments show that it is possible to obtain a very ductile structural behavior using the right amount of reinforcement.A Finite Element Model including - in a simple manner - the effects of cracking of glass is presented. Based on a comparison between experimental and model results the mechanical behavior of the beam is explained. Finally, some design criterions for reinforced glass beams are discussed.