Eccentric Compression Behavior of RCFST Columns with Web Perforated T-Shaped Stiffeners

Eccentric Compression Behavior of RCFST Columns with Web Perforated T-Shaped Stiffeners

Based on the previous axial compression tests by the authors, this study investigates the eccentric compression behavior of rectangular concrete-filled steel tubular (RCFST) columns with web-perforated T-shaped stiffeners through finite element analysis. Finite element models (FEM) of RCFST columns...

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Bibliographic Details
Main Authors:	Qifan Jiang, Jun Zhang, Lvhong Sun, Yanchao Wu, Tuo Lei
Format:	Article
Language:	English
Published:	MDPI AG 2025-02-01
Series:	Buildings
Subjects:	RCFST column eccentric compression finite element method ultimate strength web perforated T-shaped stiffeners
Online Access:	https://www.mdpi.com/2075-5309/15/3/506

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