| 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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Oskouei, Asghar Vatani
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (10/10 displayed)
- 2024Experimental study on seismic performance of squat RC shear walls reinforced with hybrid steel and GFRP rebarscitations
- 2020The effect of elevated temperatures on the compressive section capacity of pultruded GFRP profilescitations
- 2019Effect of fibers configuration and thickness on tensile behavior of GFRP laminates subjected to elevated temperaturescitations
- 2018Effect of Sequential Exposure to UV Radiation and Water Vapor Condensation and Extreme Temperatures on the Mechanical Properties of GFRP Barscitations
- 2018Effect of applied stress and bar characteristics on the short-term creep behavior of FRP barscitations
- 2018Effect of the FRP sheet's arrays and NSM FRP bars on in-plane behavior of URM wallscitations
- 2018Flexural and web crippling properties of GFRP pultruded profiles subjected to wetting and drying cycles in different sea water conditionscitations
- 2017Experimental study of the punching behavior of GFRP reinforced lightweight concrete footingcitations
- 2017Enhancement of bond characteristics of ribbed-surface GFRP bars with concrete by using carbon fiber mat anchoragecitations
- 2016Effect of harsh environments on mechanical properties of GFRP pultruded profilescitations
Places of action
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article
Effect of fibers configuration and thickness on tensile behavior of GFRP laminates subjected to elevated temperatures
Abstract
<p>This study was aimed at gaining an improved understanding of the behavior of glass fiber-reinforced polymer laminates at elevated temperatures by means of testing laminate specimens with unidirectional, woven, and randomly distributed (chopped strand mat) fibers. The testing parameters were temperature, the type of fiber, and the thickness of the laminates. The failure modes of the specimens and their elasticity moduli at ambient temperature were investigated, and analysis of variance was conducted to determine the contribution of each parameter to the behavioral test results. The findings showed that among the parameters, an increase in temperature exerted the strongest effect on the specimens. The unidirectional laminate specimens exhibited the best performance, maintaining nearly 40% of their loading capacity at 550 °C. At this temperature, the woven laminate specimens could not carry any tensile load, and at 400 °C, the laminate specimens containing randomly distributed fibers lost all their strength.</p>