Experiment and design of cold-formed steel equal-leg lipped angle under axial compression

Xingyou Yao; Chuhang Ruan; Yafei Liu; Yilin Liu; Hou Chen; Yanli Guo; Kaihua Zeng

Results in Engineering (Sep 2024)

Experiment and design of cold-formed steel equal-leg lipped angle under axial compression

Xingyou Yao,
Chuhang Ruan,
Yafei Liu,
Yilin Liu,
Hou Chen,
Yanli Guo,
Kaihua Zeng

Affiliations

Xingyou Yao: School of Civil and Architectural Engineering, Nanchang Institute of Technology, Nanchang, 330099, China; Jiangxi Province Key Laboratory of Hydraulic & Civil Engineering Infrastructure Security, Nanchang, 330099, China; Jiangxi Provincial Engineering Research Center of the Special Reinforcement and Safety Monitoring Technology in Hydraulic & Civil Engineering, Nanchang, 330099, China; Corresponding author. School of Civil and Architectural Engineering, Nanchang Institute of Technology, Nanchang, 330099, China.
Chuhang Ruan: School of Civil and Architectural Engineering, Nanchang Institute of Technology, Nanchang, 330099, China
Yafei Liu: School of Civil and Architectural Engineering, Nanchang Institute of Technology, Nanchang, 330099, China
Yilin Liu: School of Civil and Architectural Engineering, Nanchang Institute of Technology, Nanchang, 330099, China
Hou Chen: School of Civil and Architectural Engineering, Nanchang Institute of Technology, Nanchang, 330099, China
Yanli Guo: School of Civil and Architectural Engineering, Nanchang Institute of Technology, Nanchang, 330099, China
Kaihua Zeng: School of Civil and Architectural Engineering, Nanchang Institute of Technology, Nanchang, 330099, China; Jiangxi Province Key Laboratory of Hydraulic & Civil Engineering Infrastructure Security, Nanchang, 330099, China

Journal volume & issue: Vol. 23
p. 102716

Abstract

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To study the buckling behavior and the design method of the load-carrying capacity of cold-formed thin-walled lipped angle, axial compression tests were carried out on 32 lipped angle columns with different sections and slenderness ratios which were manufactured with high strength zinc-coated grades G450 structural steel sheets. The experimental results showed that the long column with a small width-to-thickness ratio displayed global flexural-torsional buckling, local buckling was found for the short column with a large width-to-thickness ratio. Other specimens demonstrated interactive buckling with local buckling and flexural-torsional buckling. The specimens with torsional buckling all showed post-torsional buckling strength. Then ABAQUS finite element software was used to simulate the lipped angle specimens. The simulation results were in good agreement with the test results about buckling modes and ultimate strength which indicated that the established finite element analysis model was reasonable and feasible. Therefore, the influences of the slenderness ratio, width-thickness ratio, and width ratio of the leg to lip on the ultimate strength of cold-formed thin-walled lipped angle were analyzed using finite element software. The analysis showed that the ultimate capacity of the angle decreased greatly with the increase of the slenderness ratio. The ultimate capacity increased in the range of width-to-thickness ratios of 15–30 when the angles had the same lengths. The increasing of the width of the lips increased the ultimate capacity, but the increase of the ultimate capacity of the angles would lower when local buckling occurred at the lips. Finally, based on the test results, the modified effective width method and direct strength method were proposed to calculate the capacity of the cold-formed thin-walled lipped angle under axial compression. The comparison between the predicted results with the test and finite element analysis showed that the proposed methods were accurate and feasible.

Published in Results in Engineering

ISSN: 2590-1230 (Online)
Publisher: Elsevier
Country of publisher: Netherlands
LCC subjects: Technology
Website: https://www.journals.elsevier.com/results-in-engineering

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