Imperial College London
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ProfessorLeroyGardner

Faculty of Engineering, Department of Civil and Environmental Engineering

Professor of Structural Engineering
 
 
 
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Contact

 

+44 (0)20 7594 6058leroy.gardner

 
 
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Location

 

435Skempton BuildingSouth Kensington Campus

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Summary

 

Publications

Citation

BibTex format

@article{Yun:2021:10.1016/j.tws.2021.108600,
author = {Yun, X and Meng, X and Gardner, L},
doi = {10.1016/j.tws.2021.108600},
journal = {Thin-Walled Structures},
pages = {1--18},
title = {Design of cold-formed steel SHS and RHS beam–columns considering the influence of steel grade},
url = {http://dx.doi.org/10.1016/j.tws.2021.108600},
volume = {171},
year = {2021}
}
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RIS format (EndNote, RefMan)

TY  - JOUR
AB  - The structural behaviour and design of cold-formed steel square and rectangular hollow section (SHS and RHS) beam–columns, made of both normal and high strength steels, are investigated in the present study through a comprehensive numerical modelling programme. Refined finite element (FE) models were first established and calibrated against a collection of existing cold-formed steel member test results from the literature. Following this, an extensive parametric study was undertaken to expand the cold-formed steel beam–column data pool, covering a wider range of steel grades, cross-section geometries, member slendernesses and loading combinations. Results from the parametric study were then used to examine the accuracy of the current codified beam–column design methods, provided in the European Standards EN 1993-1-1 (2005) and EN 1993-1-12 (2007) as well as the American Specification AISC 360-16 (2016). The comparisons revealed that the codified design rules provide varying levels of accuracy in predicting the ultimate resistances of cold-formed steel beam–columns depending on the steel grade. An improved design approach, compatible with current codified design rules in EN 1993-1-1 (2005), is proposed that features (1) recently developed column buckling curves that reflect the increasing normalised column buckling resistance with increasing steel yield strength; (2) bending moment resistances calculated using the Continuous Strength Method (CSM) and (3) new interaction curves for cold-formed steel beam–columns, which are anchored to these more accurate end points. The newly proposed design approach is shown to yield more accurate and consistent resistance predictions over current design provisions for cold-formed steel SHS and RHS beam–columns made of different steel grades, and its reliability has also been statistically verified in accordance with EN 1990.
AU  - Yun,X
AU  - Meng,X
AU  - Gardner,L
DO  - 10.1016/j.tws.2021.108600
EP  - 18
PY  - 2021///
SN  - 0263-8231
SP  - 1
TI  - Design of cold-formed steel SHS and RHS beam–columns considering the influence of steel grade
T2  - Thin-Walled Structures
UR  - http://dx.doi.org/10.1016/j.tws.2021.108600
UR  - https://www.sciencedirect.com/science/article/pii/S0263823121006728?via%3Dihub
UR  - http://hdl.handle.net/10044/1/93363
VL  - 171
ER  -
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