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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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Ferreira, Antonio
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (6/6 displayed)
- 2022Thermal study of a cladding layer of Inconel 625 in Directed Energy Deposition (DED) process using a phase-field modelcitations
- 2017The computational analysis of composite laminates: Meshless formulation
- 2008Image processing on the Poisson ratio calculation of soft tissues
- 2005Reinforced polymer concrete: Physical properties of the matrix and static/dynamic bond behaviourcitations
- 2004A contribution to the study of the fracture energy of polymer concrete and fibre reinforced polymer concretecitations
- 2002The evolution of morphology and kinetics during the foaming process of aluminium foamscitations
Places of action
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article
Reinforced polymer concrete: Physical properties of the matrix and static/dynamic bond behaviour
Abstract
The paper aims at analysing the performance of Polyester Polymer Concrete (PPC) reinforced with steel and FRP rebars. The PPC is also compared with conventional cement concrete. On the one hand, the effect of the polymer matrix microstructure on the mechanical performance (compression and flexural strength, deformability and Young's modulus) is discussed. On the other hand, static and dynamic bond behaviour under pure pull-out forces between the PPC and different rebars is tackled. It is analysed the behaviour of metallic and non-metallic rebars embedded in a PPC matrix when they are subjected to both monotonic and cyclic loads. Likewise, analogous tests were performed on cement concrete specimens in order to be able to compare the bonding performance in both types of concrete.