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• W3208379506 abstract "The flexural behavior of concrete beams reinforced with a combination of basalt fiber–reinforced polymer (BFRP) bars and steel bars is investigated herein. Five hybrid BFRP and steel bar RC beams, one pure BFRP-RC beam, and one pure steel-RC beam, were designed based on the principle of equal stiffness and subject to four-point bending tests. The main study parameters included the bar type, ratio of the steel reinforcement area to the BFRP reinforcement area (As/Af), and BFRP bar diameter. The results of the four-point bending tests showed that the hybrid-RC beams had a lower ultimate load and larger ultimate deflection with the increase in As/Af. The tested beams had similar stiffnesses before yielding; the five hybrid-RC beams exhibited an obvious postyielding stiffness as well, which contributes to a higher reserve in both strength and deformability. Comparisons between the experimental values and predicted values of ultimate capacity, deflection, and crack width using design models are also presented herein." @default.
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• W3208379506 date "2022-01-01" @default.
• W3208379506 modified "2023-10-11" @default.
• W3208379506 title "Integrated High-Performance Concrete Beams Reinforced with Hybrid BFRP and Steel Bars" @default.
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• W3208379506 doi "https://doi.org/10.1061/(asce)st.1943-541x.0003207" @default.
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