Lateral impact resistance of CFST cantilever members stiffened with encased I-shaped CFRP
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference37 articles.
1. Concrete-filled circular steel tubes subjected to pure bending;Elchalakani;J. Constr. Steel Res.,2001
2. Developments and advanced applications of concrete-filled steel tubular (CFST) structures: members;Han;J. Constr. Steel Res.,2014
3. Structural performance of concrete-filled square steel tubular columns encased with I-shaped CFRP under eccentric compression;Li;Eng. Struct.,2021
4. Mechanical behavior of high-strength concrete filled high-strength steel tubular stub columns stiffened with encased I-shaped CFRP profile under axial compression;Li;Compos. Struct.,2021
5. Experimental and numerical behavior of eccentrically loaded square concrete-filled steel tubular long columns made of high-strength steel and concrete;Li;Thin-Walled Struct.,2021
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