Size- and shape-effects analysis on the pure torsional performance of CFRP sheet-strengthened RC columns
Author:
Funder
Beijing Natural Science Foundation
Beijing Nova Program
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s43452-024-01024-2.pdf
Reference47 articles.
1. Chalioris CE. Torsional strengthening of rectangular and flanged beams using carbon fiber-reinforced-polymers experimental study. Constr Build Mater. 2008;22(1):21–9.
2. Siddiqui N, Abbas H, Almusallam T, Binyahya A, Al-Salloum Y. Compression behavior of FRP-strengthened RC square columns of varying slenderness ratios under eccentric loading. J Build Eng. 2020;32(11): 101512.
3. Del Zoppo M, Di Ludovico M, Balsamo A, Prota A, Manfredi G. FRP for seismic strengthening of shear controlled RC columns: experience from earthquakes and experimental analysis. Compos B Eng. 2017;129:47–57.
4. Hii AK, Al-Mahaidi R. Experimental investigation on torsional behavior of solid and box-section RC beams strengthened with CFRP using photogrammetry. J Compos Constr. 2006;10(4):321–9.
5. Ilkhani MH, Naderpour H, Kheyroddin A. Experimental investigation on behavior of FRP-strengthened RC beams subjected to combined twisting-bending moments. Eng Struct. 2021;242(5): 112617.
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