Ductility Behaviour of Concrete Beams with Flexural Steel-CFRP Composite Reinforcement
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Publisher
Springer International Publishing
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-05509-6_6
Reference34 articles.
1. Aiello, M.A., Ombres, L.: Structural performances of concrete beams with hybrid (fiber reinforced polymer-steel) reinforcements. J. Compos. Constr. ASCE 6(2), 133–140 (2002)
2. Anas, S.M., Alam, M.: Comparison of existing empirical equations for blast peak positive overpressure from spherical free air and hemispherical surface bursts. Iran. J. Sci. Technol. Trans. Civil Eng. 46, 965–984 (2021). https://doi.org/10.1007/s40996-021-00718-4
3. Anas, S.M., Alam, M.: Performance of simply supported concrete beams reinforced with high-strength polymer re-bars under blast-induced impulsive loading. Int. J. Struct. Eng. 12(1), 62–76 (2022a). https://doi.org/10.1504/IJSTRUCTE.2022.119289
4. Anas, S.M., Alam, M.: Performance of brick-filled reinforced concrete composite wall strengthened with C-FRP laminate(s) under blast loading. Materials Today: Proceedings, Elsevier (2022b). https://doi.org/10.1016/j.matpr.2022.03.162
5. Lecture Notes in Civil Engineering;SM Anas,2021
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