| 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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Mela, Kristo
Tampere University
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (17/17 displayed)
- 2024Test methods for determination of shear properties of sandwich panels
- 2024Experimental and Numerical Study of Steel-faced Profiled Sandwich Panels with PIR Core Loaded in Flexure
- 2023Experimental investigation on the tensile behaviour of welded RHS high strength steel X-jointscitations
- 2023Experimental investigation on the tensile behaviour of welded RHS high strength steel X-jointscitations
- 2023Equivalent material properties of the heat-affected zone in welded cold-formed rectangular hollow section connectionscitations
- 2023Equivalent material properties of the heat-affected zone in welded cold-formed rectangular hollow section connectionscitations
- 2022Fracture simulation of welded RHS X-joints using GTN damage modelcitations
- 2022Fracture simulation of welded RHS X-joints using GTN damage modelcitations
- 2022Translational stiffness and resistance of sandwich panel connections at elevated temperaturecitations
- 2022Shear resistance of sandwich panel connection at elevated temperaturecitations
- 2022Probabilistic modelling of residual stresses in cold-formed rectangular hollow sectionscitations
- 2022Effective material model for cold-formed rectangular hollow sections in beam element-based advanced analysiscitations
- 2021Load-bearing capacity of cold-formed sinusoidal steel sheetscitations
- 2019Experimental study on temperature distribution of sandwich panel joints in fire
- 2019Numerical analysis of the behaviour of stainless steel cellular beam in fire
- 2019Temperature distribution of trapezoidal sheeting in fire
- 2017Economical design of high strength steel trusses using multi-criteria optimizationcitations
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document
Experimental and Numerical Study of Steel-faced Profiled Sandwich Panels with PIR Core Loaded in Flexure
Abstract
This study investigates the mechanical response of steel-faced sandwich panels with one strongly profiled face and having polyisocyanurate (PIR) as core material. This paper aims to study the effect of a profiled face that has a completely bonded face-core interface on the overall shear resistance of the sandwich panel. A series of small-scale tests were devised and conducted on sandwich panel beam specimens that were prepared by cutting the panel to include only one profiled part from its full width. The experiments were carried out using 2-point loading and 4-point loading testing methods. Material tests for the mechanical characterization of each component of the sandwich panel were also conducted following EN 14509:2013. The obtained experimental results are compared with the results from numerical analysis performed in ABAQUS software. The paper will present detailed test results, offering an extensive analysis of the structural response, including insights into failure modes and resistance.