Research on the confinement mechanism and calculation method of axial load-bearing capacity of steel-reinforced concrete-filled square steel tubular columns

Research on the confinement mechanism and calculation method of axial load-bearing capacity of steel-reinforced concrete-filled square steel tubular columns

Abstract There are significant discrepancies between the experimental results and numerical analysis outcomes for steel-reinforced concrete-filled steel tubular (SRCFST) columns. This is primarily due to the lack of understanding of the confinement mechanisms of SRCFST and the corresponding models f...

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Detalles Bibliográficos
Autores principales: Cong Peng, Deprizon Syamsunur, Taha Mohammed Jassam, Zhiming Zhang
Formato: Artículo
Lenguaje:English
Publicado: Springer 2025-01-01
Colección:Discover Applied Sciences
Materias:
SRCFSST column
Restraint mechanism
Regional division
Effective lateral restraint stress
Stress–strain model
Acceso en línea:https://doi.org/10.1007/s42452-025-06473-9

Internet

https://doi.org/10.1007/s42452-025-06473-9

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