Mechanical behaviour of circular steel-reinforced concrete-filled steel tubular members under pure bending loads

Published 2020 View Full Article

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Title
Mechanical behaviour of circular steel-reinforced concrete-filled steel tubular members under pure bending loads
Authors
Keywords
Steel-reinforced concrete-filled steel tubular (SRCFST) member, Flexural capacity, Experimental study, FEA model, Parametric study
Journal
Structures
Volume 25, Issue -, Pages 8-23
Publisher
Elsevier BV
Online
2020-03-01
DOI
10.1016/j.istruc.2020.02.017

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