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Low-Cyclic Tension–Tension Fatigue Behaviour of GFRP Reinforcing Bars
https://orcid.org/http://orcid.org/0000-0003-3685-3702
https://orcid.org/http://orcid.org/0000-0001-6113-5003
https://orcid.org/http://orcid.org/0000-0001-9562-0461
Glass fibre-reinforced polymer (GFRP) bars are used as internal reinforcement in several structural applications, while research is currently developing in this field. Although the use of GFRP rebars in bridge applications is increasing, more experimental data needs to be collected on the behaviour of GFRP bars under fatigue loading. This paper presents and discusses the results of 9 ribbed GFRP bars tested under low-cyclic tension–tension fatigue under different stress levels. A detailed comparison is made between the available experimental fatigue data tested under high frequencies and low-cyclic fatigue tested in this study. The main advantages and disadvantages of this type of test are discussed.
Low-Cyclic Tension–Tension Fatigue Behaviour of GFRP Reinforcing Bars
https://orcid.org/http://orcid.org/0000-0003-3685-3702
https://orcid.org/http://orcid.org/0000-0001-6113-5003
https://orcid.org/http://orcid.org/0000-0001-9562-0461
Glass fibre-reinforced polymer (GFRP) bars are used as internal reinforcement in several structural applications, while research is currently developing in this field. Although the use of GFRP rebars in bridge applications is increasing, more experimental data needs to be collected on the behaviour of GFRP bars under fatigue loading. This paper presents and discusses the results of 9 ribbed GFRP bars tested under low-cyclic tension–tension fatigue under different stress levels. A detailed comparison is made between the available experimental fatigue data tested under high frequencies and low-cyclic fatigue tested in this study. The main advantages and disadvantages of this type of test are discussed.
Low-Cyclic Tension–Tension Fatigue Behaviour of GFRP Reinforcing Bars
https://orcid.org/http://orcid.org/0000-0003-3685-3702
https://orcid.org/http://orcid.org/0000-0001-6113-5003
https://orcid.org/http://orcid.org/0000-0001-9562-0461
Glass fibre-reinforced polymer (GFRP) bars are used as internal reinforcement in several structural applications, while research is currently developing in this field. Although the use of GFRP rebars in bridge applications is increasing, more experimental data needs to be collected on the behaviour of GFRP bars under fatigue loading. This paper presents and discusses the results of 9 ribbed GFRP bars tested under low-cyclic tension–tension fatigue under different stress levels. A detailed comparison is made between the available experimental fatigue data tested under high frequencies and low-cyclic fatigue tested in this study. The main advantages and disadvantages of this type of test are discussed.
Low-Cyclic Tension–Tension Fatigue Behaviour of GFRP Reinforcing Bars
Lecture Notes in Civil Engineering
Desjardins, Serge (Herausgeber:in) / Poitras, Gérard J. (Herausgeber:in) / El Damatty, Ashraf (Herausgeber:in) / Elshaer, Ahmed (Herausgeber:in) / Nagy, Islam Elsayed (Autor:in) / Asadian, Alireza (Autor:in) / Galal, Khaled (Autor:in)
Canadian Society of Civil Engineering Annual Conference ; 2023 ; Moncton, NB, Canada
Proceedings of the Canadian Society for Civil Engineering Annual Conference 2023, Volume 13 ; Kapitel: 17 ; 199-208
03.09.2024
10 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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