| 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
A model for spalling of HPC thin plates exposed to fire
Abstract
An experimental program was carried out to investigate the behaviour of high performance concrete (HPC) thin plates in fire for use in sandwich panels. To reveal the influence of moisture two initial moisture contents for wet and dry samples were examined. In addition, two thicknesses were used to disclose the temperature distributions during the test. A non-linear coupled model for time dependent heat and mass transfer in concrete thin plates was used for temperature and pore pressure computations. Results from modelling and tests are compared and discussed. Moisture content was found to be a critical parameter in the spalling process. The calculated pore pressure induced too low tensile stresses in the matrix to trigger failure, suggesting a major role played by thermal stresses