Design Against Global Buckling of Pultruded Box FRP Columns Subjected to Elevated Temperature
Author:
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
https://link.springer.com/content/pdf/10.1007/s13369-023-08503-3.pdf
Reference50 articles.
1. Alhawamdeh, M.; Alajarmeh, O.; Aravinthan, T.; Shelley, T.; Schubel, P.; Mohammed, A., et al.: Review on local buckling of hollow box FRP profiles in civil structural applications. Polymers 13, 4159 (2021). https://doi.org/10.3390/polym13234159
2. Mohmmad, S.H.; Gülşan, M.E.; Çevik, A.: Behaviour of geopolymer concrete two-way slabs reinforced by FRP bars after exposure to elevated temperatures. Arab. J. Sci. Eng. 47, 12399–12421 (2022). https://doi.org/10.1007/s13369-021-06411-y
3. Alajarmeh, O.; Zeng, X.; Aravinthan, T.; Shelley, T.; Alhawamdeh, M.; Mohammed, A., et al.: Compressive behaviour of hollow box pultruded FRP columns with continuous-wound fibres. Thin-Walled Struct. 168, 108300 (2021). https://doi.org/10.1016/j.tws.2021.108300
4. Zhang, L.; Chen, K.; Liu, W.; Liu, Y.; Wang, K.; Ge, W., et al.: Fire performance of pultruded wood-cored GFRP sandwich components for building construction. Case Stud Constr. Mater. 17, e01555 (2022). https://doi.org/10.1016/j.cscm.2022.e01555
5. Shimba Carneiro Vieira, P.; Soutilha de Souza, F.; Taissum Cardoso, D.C.; Domingos Vieira, J.; de Andra de Silva, F.: Influence of moderate/high temperatures on the residual flexural behavior of pultruded GFRP. Compos. Part B Eng. 200, 108335 (2020). https://doi.org/10.1016/j.compositesb.2020.108335
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