Cracking Behaviour of Concrete Tensile Members Reinforced with Ribbed GFRP Rebars
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Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-61527-6_21
Reference16 articles.
1. Blaznov AN, Krasnova AS, Krasnov AA, Zhurkovsky MЕ (2017) Geometric and mechanical characterization of ribbed FRP rebars. Polym Test 63:434–439. https://doi.org/10.1016/j.polymertesting.2017.09.006
2. Maranan GB, Manalo AC, Benmokrane B, Karunasena W, Mendis P (2015) Evaluation of the flexural strength and serviceability of geopolymer concrete beams reinforced with glass-fibre-reinforced polymer (GFRP) bars. Eng Struct 101:529–541. https://doi.org/10.1016/j.engstruct.2015.08.003
3. Abdelkarim OI, Ahmed EA, Mohamed HM, Benmokrane B (2019) Flexural strength and serviceability evaluation of concrete beams reinforced with deformed GFRP bars. Eng Struct 186(December 2018):282–296. https://doi.org/10.1016/j.engstruct.2019.02.024
4. Benzecry V, Ruiz Emparanza A, De Casoy Basalo F, Nanni A (2021) Bond coefficient, kb, of GFRP bars. Constr Build Mater 292:123380. https://doi.org/10.1016/j.conbuildmat.2021.123380
5. Tedford T, Polak MA (2022) Experimental investigation of concrete beams reinforced with glass fiber-reinforced polymer bars. J Compos Constr 26(5):1–11. https://doi.org/10.1061/(ASCE)CC.1943-5614.0001254
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