| 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
Fire performance of basalt FRP mesh reinforced HPC thin plates
Abstract
An experimental program was carried out to investigate the influence of basalt FRP (BFRP) reinforcing mesh on the fire behaviour of thin high performance concrete (HPC) plates applied to sandwich elements. Samples with BFRP mesh were compared to samples with no mesh, samples with steel mesh and samples displaying a full sandwich structure. Final results confirmed the bond loss between concrete and BFRP mesh with temperature. The available void where the epoxy burnt away allowed the concrete matrix to release pressure and limit pore stresses, delaying spalling. It also reduced the mechanical resistance of the structure, since the ability of the mesh to bond on the concrete matrix was lost. A theoretical approach for numerical modelling is proposed based on the experimental observations. It describes the change of boundary condition at the vicinity of the mesh as an outer pressure dependent on a linear increase of the volume of melted epoxy and the outflow of moisture from the concrete matrix. It was concluded that the use of a BFRP mesh to reinforce HPC exposed to fire reduces the mechanical strength despite a beneficial effect related to spalling.