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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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Cavaleri, L.
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Publications (7/7 displayed)
- 2023Properties of blended mortars produced with recycled by-products from different waste streamscitations
- 2022Prediction of concrete materials compressive strength using surrogate modelscitations
- 2019Structural performances of pultruded GFRP emergency structures – Part 1: Experimental characterization of materials and substructurecitations
- 2019Structural performances of pultruded GFRP emergency structures – Part 1: Experimental characterization of materials and substructurecitations
- 2019Structural performances of pultruded GFRP emergency structures – Part 1: Experimental characterization of materials and substructurecitations
- 2019Structural performances of pultruded GFRP emergency structures – Part 2: Full-scale experimental testingcitations
- 2019Prediction of surface treatment effects on the tribological performance of tool steels using artificial neural networkscitations
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article
Structural performances of pultruded GFRP emergency structures – Part 1: Experimental characterization of materials and substructure
Abstract
<p>This paper presents an experimental study in the field of structures made of pultruded fiber reinforced polymers (FRP) elements to be used for emergency purposes. A preliminary design of a 3D pultruded glass fiber reinforced polymer structure is presented with the mechanical characterization of the constituting elements. The axial and flexural properties of laminate and I-shaped GRFP profiles are discussed considering the short term creep. In a companion paper, the benefits, the limits and the reliability of the structure analyzed for emergency applications are discussed. In details, the numerical structural analysis of the full-scale 3D model is described followed by the experimental assessment of the structural capacity by a full-scale 2D model.</p>