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JANUŠ, O. GIRGLE, F. KOSTIHA, V. PROKEŠ, J. ŠTĚPÁNEK, P.
Originální název
Fatigue Behaviour of GFRP Reinforced Beams
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
Originální abstrakt
This article deals with the influence of fatigue loading on the behaviour of GFRP (Glass Fibre Reinforced Polymers) reinforced concrete elements. The aim of the experimental programme is to quantify the effect of fatigue loading on the mechanical properties of GFRP reinforced beams subjected to flexure. The proposed element was a beam simulating the cut-out part of a reinforced concrete slab directly subjected to traffic loading. The dimensions and the amount of reinforcement were adjusted regarding the possibilities of the testing laboratory and to ensure the repeatability of the test. Two different fatigue loading schemes were experimentally verified: a) a constant load amplitude, b) a gradually increasing amplitude. The applied fatigue load with a constant amplitude was designed to achieve a fatigue life of the element ≥ 2×106 cycles. In the case of fatigue loading with an increasing amplitude, the load was increased every 50,000 cycles by 5% of the maximum load in the cycle. The resulting fatigue life was compared to the expected fatigue life determined according to Miner's rule on linear fatigue summation.
Klíčová slova
FRP; fatigue; composite reinforcement; beam test
Autoři
JANUŠ, O.; GIRGLE, F.; KOSTIHA, V.; PROKEŠ, J.; ŠTĚPÁNEK, P.
Vydáno
9. 8. 2021
Nakladatel
Trans Tech Publications Ltd
Místo
Switzerland
ISSN
1662-9779
Periodikum
Solid State Phenomena
Stát
Švýcarská konfederace
Strany od
163
Strany do
169
Strany počet
7
BibTex
@inproceedings{BUT171842, author="Ondřej {Januš} and František {Girgle} and Vojtěch {Kostiha} and Jan {Prokeš} and Petr {Štěpánek}", title="Fatigue Behaviour of GFRP Reinforced Beams", booktitle="Solid State Phenomena", year="2021", journal="Solid State Phenomena", pages="163--169", publisher="Trans Tech Publications Ltd", address="Switzerland", doi="10.4028/www.scientific.net/SSP.322.163", issn="1662-9779" }