Structural Behavior of GFRP-Reinforced Circular HFRC Columns Under Concentric and Eccentric Loading
Author:
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
https://link.springer.com/content/pdf/10.1007/s13369-020-04881-0.pdf
Reference49 articles.
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2. Raza, A.; Khan, QuZ; Ahmad, A.: Prediction of axial compressive strength for FRP-confined concrete compression members. KSCE J. Civ. Eng. 24(7), 2099–2109 (2020)
3. Raza, A.; Shah, S.A.R.; Khan, A.R.; Aslam, M.A.; Khan, T.A.; Arshad, K.; Hussan, S.; Sultan, A.; Shahzadi, G.; Waseem, M.: Sustainable FRP-confined symmetric concrete structures: an application experimental and numerical validation process for reference data. Appl. Sci. 10(1), 333 (2020)
4. Benmokrane, B.; El-Salakawy, E.; El-Ragaby, A.; Lackey, T.: Designing and testing of concrete bridge decks reinforced with glass FRP bars. J. Bridge Eng. 11(2), 217–229 (2006)
5. Raza, A.; Khan, Q.U.Z.; Ahmad, A.: Numerical investigation of load-carrying capacity of GFRP-reinforced rectangular concrete members using CDP model in ABAQUS. In: Advances in Civil Engineering (2019).
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