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Analysis of Thin-Walled Bars Stress State with an Open Section

Nguyen, T.-C. and Tang, V.-L. and Nguyen, T.-S. and Nguyen, Q.-T. and Huynh, T.-P. (2019) Analysis of Thin-Walled Bars Stress State with an Open Section. In: 28th Annual Russian-Polish-Slovak seminar on Theoretical Foundation of Civil Engineering, 9 September 2019 through 13 September 2019.

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Abstract

The analysis of the thin-walled structural problem is still a topic of interest and research by many scientists with many different solutions and theories. This paper presents the occurrence of stress components on the thin-walled bars with open sections. Vlasov's theory has been applied to analyze the stress state on thin rods. At the same time, using the Midas civil structure calculation program based on finite element principle for structural analysis with taking into account sectional warping. From the results obtained by the finite element method, it is necessary to select and design carefully for thin-walled bars. © Published under licence by IOP Publishing Ltd.

Item Type: Conference or Workshop Item (Paper)
Divisions: Institutes > Institute of Techniques for Special Engineering
Identification Number: 10.1088/1757-899X/661/1/012011
Uncontrolled Keywords: Finite element method; Civil structure; Open section; Stress component; Stress state; Structural problems; Thin rods; Thin-walled; Thin walled structures
Additional Information: Conference code: 155431. Language of original document: English. All Open Access, Bronze.
URI: http://eprints.lqdtu.edu.vn/id/eprint/9222

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