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SETSCI - Volume 4 (6) (2019)
ISAS WINTER-2019 (ENS) - 4th International Symposium on Innovative Approaches in Engineering and Natural Sciences, Samsun, Turkey, Nov 22, 2019

Use of GFRP Bar in Civil Engineering
Ahmet Emin Uğur1*, Alptuğ Ünal2, Burak Arda Akgöbek3, Mehmet Kamanlı4, Salih Cengiz5
1Konya Technical University, Konya, Turkey
2Konya Technical University, Konya, Turkey
3Konya Technical University, Konya, Turkey
4Konya Technical University, Konya, Turkey
5Konya Technical University, Konya, Turkey
* Corresponding author: eminahmetugur@gmail.com
Published Date: 2019-12-22   |   Page (s): 95-100   |    206     8
https://doi.org/10.36287/setsci.4.6.029

ABSTRACT Conventional steel bar does not have high resistance to corrosion. In addition, considering the cost of conventional steel bar, the search for an alternative reinforcing element continues. In this search, GFRP bar are tested, necessary corrections are made and whether or not they can be used in building elements is included in this study. Both corrosion resistance and light weight of GFRP bar compared to conventional steel bar made this research important. These articles and publication and similar studies have been studied in detail and combined in this study. Many studies with GFRP bar are summarized in this study. Since the search for a new material was made, the necessary resource research was conducted and the studies were guided in the light of these evaluations. The main purpose of this study is to compare the tensile strength values of GFRP bars which are planned to be used in the construction area with conventional steel bar. For this purpose, three GFRP bar were subjected to tensile tests and the results and recommendations were stated in the study.
KEYWORDS Tensile test, strength, traditional steel reinforcement, GFRP reinforcement, strengthening, ductility
REFERENCES Hu, D., & Barbato, M., 2014, Simple and efficient finite element modeling of reinforced concrete columns confined with fiber-reinforced polymers . Engineering Structures,72, 113-122.
[2] Ji, H.-S., Byun, J.-K., Lee, C.-S., Son, B.-J., & Ma, Z., 2011, Structeral performance of composite sandwich bridge decks with hybrid GFRP-Steel core. Composite Structures, 93, 430-442.
[3] Kartal, S. (2014), Cam elyaf donatılı kirişlerin eğilme davranışının sonlu elemanlar yöntemi ile analizi, Yüksek lisans, Kırıkkale Üniversitesi Fen Bilimleri Enstitüsü, Kırıkkale-Turkey, 0- 57.
[4] Lau, D., & Pam, H. J., 2010, Experimental study of hybrid FRP reinforced concrete beams. Enginering Structures., 32, 3857-3865.
[5] Öztürk, O. (2007), FRP ile güçlendirilmiş betonarme kirişlerin burulma davranışı, Yüksek lisans, Kocaeli Üniversitesi Fen Bilimleri Enstitüsü, Kocaeli-Turkey, 0-151.
[6] Sarıer, Z. (2018), Farklı beton sınıfları kullanılan cam elyaf donatılı hibrit kirişlerin eğilme davranışı, Yüksek lisans, Kırıkkale Üniversitesi Fen Bilimleri Enstitüsü,Kırıkkale-Turkey, 0-54.


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