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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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Reis, Jml
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Publications (9/9 displayed)
- 2020Displacement rate effect in the fracture toughness of glass fiber reinforced polyurethanecitations
- 2006Freeze-thaw and thermal degradation influence on the fracture properties of carbon and glass fiber reinforced polymer concretecitations
- 2006Influence of thermal cycles on the fracture properties of fiber reinforced polymer concrete
- 2004A contribution to the study of the fracture energy of polymer concrete and fibre reinforced polymer concretecitations
- 2004Assessment of fracture properties of epoxy polymer concrete reinforced with short carbon and glass fiberscitations
- 2004Fracture energy of polymer concrete reinforced with short carbon and glass fibers
- 2003Fracture behavior of glass fiber reinforced polymer concretecitations
- 2003The influence of notch depth on the fracture mechanics properties of polymer concretecitations
- 2003A NDT assessment of fracture mechanics properties of fiber reinforced polymer concretecitations
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article
Influence of thermal cycles on the fracture properties of fiber reinforced polymer concrete
Abstract
In this study the fracture behaviour of fiber reinforced polymer concrete, subjected to freeze-thaw and thermal degradation, is discussed in order to compare the behavior of this material with conventional cement concrete. The specimens were subjected to freeze-thaw and higher temperature cycles in a climatic chamber and then tested according to RILEM standards. Evaluation of the stress intensity factor, Kic, and of the critical crack tip opening displacement CTODc, was conducted with the Two Parameter Method (TPM). The fracture energy, Gf, of the specimens was also evaluated. Polymer concrete was reinforced with short glass and carbon fiber with 1% and 2% in mass respectively to determine whether the reinforcement increases the performance of the material. Unlike positive thermal cycles, which affect the material properties, freeze-thaw cycles do not deteriorate the material properties significantly.