Volume 41 Issue 10
Oct.  2026
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Chen Zhihua, Zhao Xiya, Du Yansheng, Wang Xiaodun. Research Progress on High-Performance and Sustainable Concrete-Filled Steel Tubular Structures[J]. STEEL CONSTRUCTION(Chinese & English), 2026, 41(10): 21-29.
Citation: Chen Zhihua, Zhao Xiya, Du Yansheng, Wang Xiaodun. Research Progress on High-Performance and Sustainable Concrete-Filled Steel Tubular Structures[J]. STEEL CONSTRUCTION(Chinese & English), 2026, 41(10): 21-29.

Research Progress on High-Performance and Sustainable Concrete-Filled Steel Tubular Structures

  • Received Date: 2026-09-08
  • To meet the demands of industrialized construction and the “dual carbon” strategy, and to promote high-strength structures and resource utilization of solid waste while expanding the application of concrete-filled steel tubes (CFSTs) to more fields such as marine engineering, recent studies have focused on high-strength CFSTs and prefabricated steel-tube solid waste concrete structural systems. Investigations on beams, columns, and shear walls under various loading conditions have led to a novel prefabricated system that integrates high performance with solid waste utilization. This review summarizes progress in the behavior of high-strength CFST components under static, seismic, fire, and post-fire conditions; corrosion mechanisms and protection measures; FRP strengthening and composite confinement techniques; and sustainable materials including tailings sand and recycled aggregates. It also covers structural systems such as double-steel-plate composite shear walls, buckling-restrained steel-plate shear walls, and trussed column frames, as well as collapse resistance. These findings confirm that bearing capacity theories, FRP confinement mechanisms, and constitutive models for solid waste-based concrete are well developed, and that these structural systems demonstrate excellent mechanical performance.
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