Performance of Round-Ended Concrete-Filled Steel Tubular Columns Under Combined Compression–Bending–Shear Loading

This study develops and validates a finite element model for round-ended concrete-filled steel tubular (CFST) columns subjected to combined compression–bending–shear loading using ABAQUS. Based on the calibrated model, the mechanical behavior of such members is thoroughly analyzed, including lateral...

Ausführliche Beschreibung

Bibliografische Detailangaben

Hauptverfasser:	Yan Peng, Junfeng Liu, Junping He, Zongfeng He, Fan Deng
Format:	Artigo
Sprache:	Inglês
Veröffentlicht:	MDPI AG 2026-03-01
Schriftenreihe:	Buildings
Schlagworte:	round-ended concrete-filled steel tube (CFST) compression–bending–shear finite element model mechanical behavior lateral bearing capacity
Online-Zugang:	https://www.mdpi.com/2075-5309/16/7/1348
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