State-of-the-art review on steel-concrete composite walls

State-of-the-art review on steel-concrete composite walls

2024 | Chao-Qun Yu, Jing-Zhong Tong, Si-Ming Zhou, Jia-Ming Zhang, Jia-Jia Shen, Lei Zhang, Gen-Shu Tong, Qing-Hua Li, Shi-Lang Xu
This review article presents a comprehensive state-of-the-art analysis of steel-concrete composite walls, highlighting their structural performance, design considerations, and potential applications. Steel-concrete composite walls combine the strengths of steel and concrete, offering high load-bearing capacity, ductility, and environmental benefits. The paper categorizes these walls based on steel plate arrangement and configuration, including steel plate reinforced concrete composite walls (SPRCCW), double-skin flat plate composite walls (DFPCW), double-skin corrugated plate composite walls (DCPCW), multi-celled concrete-filled steel tubular walls (MCFSTW), and multi-celled corrugated-plate concrete-filled steel tubular walls (MC-CFSTW). Each type is analyzed for performance under axial, cyclic, shear, fire, dynamic, impact, and joint loads. The study discusses the unique characteristics of each wall type, their behavior under various loading conditions, and existing design recommendations. It also explores future development trends in steel-concrete composite wall technology. The paper emphasizes the advantages of these walls, including high durability, environmental sustainability, and improved seismic performance. The review provides insights into the potential of steel-concrete composite walls in modern construction practices.This review article presents a comprehensive state-of-the-art analysis of steel-concrete composite walls, highlighting their structural performance, design considerations, and potential applications. Steel-concrete composite walls combine the strengths of steel and concrete, offering high load-bearing capacity, ductility, and environmental benefits. The paper categorizes these walls based on steel plate arrangement and configuration, including steel plate reinforced concrete composite walls (SPRCCW), double-skin flat plate composite walls (DFPCW), double-skin corrugated plate composite walls (DCPCW), multi-celled concrete-filled steel tubular walls (MCFSTW), and multi-celled corrugated-plate concrete-filled steel tubular walls (MC-CFSTW). Each type is analyzed for performance under axial, cyclic, shear, fire, dynamic, impact, and joint loads. The study discusses the unique characteristics of each wall type, their behavior under various loading conditions, and existing design recommendations. It also explores future development trends in steel-concrete composite wall technology. The paper emphasizes the advantages of these walls, including high durability, environmental sustainability, and improved seismic performance. The review provides insights into the potential of steel-concrete composite walls in modern construction practices.
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