[
Atutis, M., Valivonis, J., Atutis, E., 2018. Experimental study of concrete beams prestressed with basalt fiber reinforced polymers. Part I: Flexural behavior and serviceability, Composite Structures, 183, 114-123.
]Search in Google Scholar
[
Borhan, T.M., 2012. Properties of glass concrete reinforced with short basalt fibre. Mater Des, 42, 265-271.
]Search in Google Scholar
[
Branston, J., Das, S., Kenno, S., Taylor, C., 2016. Mechanical behaviour of basalt fibre reinforced concrete. Construction and Building Materials, 24, 878-886.
]Search in Google Scholar
[
Duic, J., Kenno, S., Das, S., 2018. Performance of concrete beams reinforced with basalt fibre composite Rebar. Construction and Building Materials, 176, 470-481.
]Search in Google Scholar
[
Elgabbas, F., Vincent, P., Ahmed, E.A., Benmokrane, B., 2016. Experimental testing of basalt-fiber-reinforced polymer bars in concrete beams. Composites Part B, 91, 205e218.
]Search in Google Scholar
[
Fiore, V., Scalici, T., Di Bella, G., Valenza, A., 2015. A review on basalt fibre and its composites. Composites Part B, 74, 74-94.
]Search in Google Scholar
[
Kosior-Kazberuk, M., Wasilczyk, R., 2017. Analysis of deflection and cracking of concrete beams with non-metallic reinforcement. Budownictwo i Inżynieria Środowiska, 8, 173-183.
]Search in Google Scholar
[
Lapko, A., Urbański, M., 2015. Experimental and theoretical analysis of deflections of concrete beams reinforced with basalt rebar. Archives of Civil and Mechanical Engineering, 15, 223-230.
]Search in Google Scholar
[
EN 1992-1-1, 2008. Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings. EUROPEA~ COMMITIEE FOR STANDARDIZATION.
]Search in Google Scholar
[
Zhang, S, Shan, W., 2014. Prospect analysis of the application of BFRP bar to bridges. Key Eng Mater, 574, 21-29.
]Search in Google Scholar
[
Zhu H, Wua G, Zhang L, Zhang J, Hui D. 2014. Experimental study on the fire resistance of RC beams strengthened with near-surface-mounted high-Tg BFRP bars. Compos Part B, 60, 680-687.
]Search in Google Scholar
