Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/163243
Title: Derivation of a normalised failure surface for square CECFST columns embedded with circular steel tube: a unified approach
Authors: Ma, You-Xin
Tan, Kang Hai
Keywords: Engineering::Civil engineering
Issue Date: 2022
Source: Ma, Y. & Tan, K. H. (2022). Derivation of a normalised failure surface for square CECFST columns embedded with circular steel tube: a unified approach. Thin-Walled Structures, 179, 109694-. https://dx.doi.org/10.1016/j.tws.2022.109694
Journal: Thin-Walled Structures 
Abstract: Concrete-Encased Concrete-Filled Steel Tube (CECFST) columns are a new type of composite columns that possess great strength, stiffness, ductility, corrosion and fire resistance. To fully realise their benefits, an accurate design approach of calculating the strength of these members is necessary. In this paper, the plastic stress distribution (PSD) and load contour (LC) methods in the design code of predicting the cross-section strength of CECFST columns is first evaluated through numerical and published experimental data. Considering the shortcomings of conventional design methods, a unified design approach is then developed. Compared to the conventional PSD method, the developed method can yield conservative resistance predictions for uniaxial eccentric loaded (UEL) CECFST columns. In addition, instead of using linear moment interaction curves to predict the strength of biaxial eccentric loaded (BEL) CECFST columns, elliptical moment interaction curves are adopted in the proposed design approach. Most importantly, a normalised 3D axial-load–biaxial-moment (n–my–mz) interaction surface can be generated through the proposed method, which only requires determining 6 critical points on the interaction surface. Unlike the conventional design approach, in which the UEL and BEL composite columns need to be respectively designed through PSD and LC methods, a unified design procedure can be achieved through the proposed approach. Besides, the confinement effect from both the steel tube and the stirrups can also be considered in the proposed approach and much higher accuracy and consistency can be achieved in predicting the cross-section strength of CECFST columns.
URI: https://hdl.handle.net/10356/163243
ISSN: 0263-8231
DOI: 10.1016/j.tws.2022.109694
Rights: © 2022 Elsevier Ltd. All rights reserved.
Fulltext Permission: none
Fulltext Availability: No Fulltext
Appears in Collections:CEE Journal Articles

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