Behaviour of FRP-ECC-HSC composite stub columns under axial compression: Experimental and mathematical approach

Author:

Hariaravind G.,Praveenkumar S.,Sharmila S.,Shanmugasundaram N.

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference60 articles.

1. C. N. Xiong, Y. B. Shao, L. W. Tong, K. S. Dai, and Y. X. Luo, “Static strength of CFRP-strengthened preloaded circular concrete-filled steel tube stub column columns – Part II: Theoretical and numerical analysis,” Thin-Walled Struct., vol. 184, no. December 2022, p. 110547, 2023, doi: 10.1016/j.tws.2023.110547.

2. Behavior of circular stainless steel stub columns internally strengthened by longitudinal carbon steel bars;Sharif;Engineering Structures,2019

3. Y. Huang, H. Liang, Y. Lu, and T. Zhu, “Axial behaviour of square stub CFST columns strengthened with square steel tube and HPC jacket,” J. Constr. Steel Res., vol. 186, no. November 2020, p. 106896, 2021, doi: 10.1016/j.jcsr.2021.106896.

4. Axial compressive behavior and design-oriented model for large-rupture-strain (LRS) FRP-confined concrete in rectangular columns;Zeng;J. Build. Eng.,2023

5. Compressive behaviour of elliptical FRP tube-confined concrete columns;Liu;Composite Structures,2022

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