Influence of basalt stirrups and bars on the performance of shear in beams
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering,Environmental Engineering,Engineering (miscellaneous)
Link
https://link.springer.com/content/pdf/10.1007/s41062-023-01290-8.pdf
Reference47 articles.
1. Fiore V, Scalici T, DiBella G, Valenza A (2015) A review on basalt fibre and its composites. Compos B Eng 74:74–94
2. Ahmed EA, El-Sayed AK, El-Salakawy E, Benmokrane B (2010) Bend strength of FRP stirrups: comparison and evaluation of testing methods. J Compos Constr 14:3–10
3. Beramly M, Abdel Jaber M, Katkhuda H, Shatarat N, Al-diseet M (2022) Shear strengthening and rehabilitating of reinforced concrete T-beams using eternally carbon fiber reinforced polymer sheets. J Appl Eng Sci 20(2):498–510
4. Abdel-Jaber M, Abdel-Jaber MS, Katkhuda H, Shatarat N, El-Nimri R (2021) Influence of compressive strength of concrete on shear strengthening of reinforced concrete beams with near surface mounted carbon fiber-reinforced polymer. Buildings 11(11):563
5. Ehsani M, Saadatmanesh H, Tao S (1995) Bond of hooked glass fiber reinforced plastic (GFRP) reinforcing bars to concrete. ACI Mater J 92(1995):391–400
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