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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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Triantafillou, Thanasis
University of Patras
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (39/39 displayed)
- 2024Diagonal Compression Tests on Unfired and Fired Masonry Wallettes Retrofitted with Textile-Reinforced Alkali-Activated Mortarcitations
- 2023Optimal design of ferronickel slag alkali-activated mortar for repair exposed to high thermal loadcitations
- 2023Seismic Retrofit of RC Short Columns with Textile-Reinforced Alkali-Activated or Cement-Based Mortarscitations
- 2023RESIDUAL PERFORMANCE OF ALKALI-ACTIVATED TRM AFTER EXPOSURE TO HIGH TEMPERATURES
- 2023Innovative Retrofitting of RC Structures Using Textile-Reinforced Alkali-Activated or Cement-Based Mortar Overlays
- 2022Seismic Behavior of Repaired and Externally FRP-Jacketed Short Columns Built with Extremely Low-Strength Concretecitations
- 2022Mechanical behavior of textile reinforced alkali-activated mortar based on fly ash, metakaolin and ladle furnace slagcitations
- 2022Rapid Heating of Textile Reinforced Concrete
- 2022Optimal Design of Ferronickel Slag Alkali-Activated Material for High Thermal Load Applications Developed by Design of Experimentcitations
- 2022Vulnerability assessment of an innovative precast concrete sandwich panel subjected to the ISO 834 firecitations
- 2022Tensile Performance of Textile-Reinforced Concrete after Fire Exposure: Experimental Investigation and Analytical Approachcitations
- 2021State-of-the-art review on experimental investigations of textile-reinforced concrete exposed to high temperaturescitations
- 2020Carbon Textile Reinforced Concrete at ambient and high temperatures
- 2019Effect of pre-damage on the seismic behaviour of FRP retrofitted sub-standard short columns
- 2018Innovative Seismic Isolation of Masonry Infills in Steel Frames using Cellular Materials at the Frame-Infill Interfacecitations
- 2018Innovative seismic isolation of masonry infills using cellular materials at the interface with the surrounding RC framescitations
- 2018Investigation of the bond properties between textile reinforced concrete and extruded polystyrene foam
- 2016Strengthening of Existing Masonry Structurescitations
- 2015Damage detection of reinforced concrete elements retrofitted with FRP by using a wireless measurement system
- 2015Damage detection of reinforced concrete columns retrofitted with FRP jackets by using PZT sensorscitations
- 2014Simulation of PZT monitoring of reinforced concrete beams retrofitted with CFRPcitations
- 2013Use of anchors in shear strengthening of reinforced concrete T-beams with FRPcitations
- 2013Fibre-reinforced polymer reinforcement enters fib Model Code 2010citations
- 2012Use of anchors in shear strengthening of reinforced concrete T-beams with FRP
- 2012Round Robin Test for composite-to-brick shear bond characterizationcitations
- 2009Optimum design of one way concrete slabs cast against Textile Reinforced Concrete Stay-in-Place Formwork Elements
- 2009Innovative Seismic Retrofitting of RC Columns Using Advanced Composites
- 2009Flexural strengthening of reinforced concrete columns with near-surface-mounted FRP or stainless steel
- 2008Textile reinforced mortar (TRM) versus FRP as strengthening material of URM wallscitations
- 2008Innovative seismic upgrading of RC columns in flexure with NSM reinforcement and textile-based jacketing
- 2007Textile-reinforced mortar (TRM) versus FRP as strengthening material of URM wallscitations
- 2005Masonry confinement with fiber-reinforced polymerscitations
- 2004Analysis and minimum cost design of concrete sandwich panels under out-of-plane loadingcitations
- 2004Fiber-reinforced polymer retrofitting of rectangular reinforced concrete columns with or without corrosion
- 2003Experimental investigation of FRP-strengthened RC beam-column jointscitations
- 2002Shear transfer capacity along pumice aggregate concrete and high-performance concrete interfacescitations
- 2002Analysis of FRP-strengthened RC beam-column jointscitations
- 2002Minimum cost design of concrete sandwich panels made of HPC faces and PAC corecitations
- 2000Composites as Strengthening Materials of Concrete Structures
Places of action
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article
Vulnerability assessment of an innovative precast concrete sandwich panel subjected to the ISO 834 fire
Abstract
Development and use of preconstruction have been exhibited for several decades. Numerous modules, ranging from the simplest to the most advanced concepts, have been suggested to ameliorate the layout of building structures, with respect to a broad spectrum of needs. This study aims to unfold the fire defensiveness of an innovative precast concrete sandwich wall-system subjected to the ISO 834 fire, such as this is provided for in EN1991-1-2. In light of a rapidly evolving environment that should shield structures against fire, this investigation emphasises on the vulnerability of precast panels with a varying thickness of insulation by means of a numerical methodology and a versatile heat transfer-model. A finite-element analysis is carried out with COMSOL Multiphysics® simulation software. In a following step, as fire risk should be vigorously tackled, the research is extended to validate numerical predictions of the model by means of an experimental setup for wall specimens arranged in the laboratory. Therefore, an additional goal of this research is to assess temperature discrepancies for both addressed cases. Despite various approximations of the model, an excellent agreement between numerical and experimental results is shown, confirming the rationality of computational simulations in terms of temperatures’ precision. It has been revealed that for all examined cases, the insulation ability (I) has been maintained for more than 3 h regardless of the positioning of the insulation. Further evidence though suggested that is not the case for the loadbearing capacity (R), as the installation of a fire exposed insulation layer resulted in lower stability systems. Also, the effect of the insulation thickness is not that dominant as on average and maximum temperature deviations among marginal assemblies (d EPS = 2 cm and d EPS = 10 cm) did not exceed 5 °C and 10 °C at t fire ≈ 100 min.