The nonlinear analysis of tapered steel section with opening due to the effects of bending behavior
Abstract
Purpose
Tapered steel sections are widely used in house building design due to their structural efficiency and aesthetic appearance. Due to the practical usage of web tapering specifications in the metal building industry, fabrication and material expenses are analyzed to achieve geometric and economic productivity. The purpose of this study is to investigate the effectiveness of utilizing web profiles with openings in reducing the weight of steel beams.
Design/methodology/approach
In this paper, the nonlinear analysis of the bending behavior of a tapered steel section with an opening was studied by finite element analysis. The results were then compared with those of the tapered steel section without an opening in terms of displacement and yield moment.
Findings
The bending capacity of a tapered steel section was analyzed using finite element analysis. Results showed that the tapered steel section without openings had a higher bending capacity compared to the section with various sizes of web openings. The results also showed that decreasing the number of openings would increase the bending capacity, whereas increasing the size of the opening would decrease it. The difference in the yield moment between the tapered steel section with and without openings was only 15.818%. A total of 60 nonlinear analyses were conducted to investigate the effect of the number and size of web openings, flange thickness and web thickness on the bending behavior. However, this study showed that web opening with octagon shape and 0.6D size of web opening, where D is the depth of section, showed the best section in terms of yield moment and volume reduction compared to other opening size and shape.
Originality/value
It is also found that tapered steel section has better moment resistance in thicker flange and web. The study is valuable for engineers and designers who work with steel structures and need to optimize the performance of tapered steel sections with web openings.
Keywords
Acknowledgements
The authors gratefully appreciate the financial support by Universiti Sains Malaysia under the Bridging Research Grant 2017 (Account Number: 304/PAWAM/6316234) during the course of this work.
Conflicts of interest: The authors declare no conflict of interest.
Citation
De’nan, F., Hashim, N.S. and Mohamad Razak, M.Y. (2023), "The nonlinear analysis of tapered steel section with opening due to the effects of bending behavior", World Journal of Engineering, Vol. ahead-of-print No. ahead-of-print. https://doi.org/10.1108/WJE-08-2022-0341
Publisher
:Emerald Publishing Limited
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