FINITE ELEMENT ANALYSIS OF GUSSET PLATE CONNECTION DESIGN FOR COLD-FORMED STEEL FRAMES
DOI:
https://doi.org/10.33736/jcest.4484.2022Keywords:
gusset plate connection, cold-formed steel, finite element, beam-to-column connection, steel structureAbstract
The application of cold-formed steel sections has been extended from secondary members to primary structural members in recent years. This increases the use of gusset plate connections in cold-formed steel since it is a common connection used in steel structures. However, current design codes on connection design do not have a comprehensive method to consider the effects due to the buckling of the thin cold-formed steel sections. Therefore, it is important to develop a more accurate model to predict the capacity of cold-formed steel connections. This paper aims to propose an equation for gusset plate beam-to-column connection using finite element models. Finite element models have been developed and compared with existing test results. The failure mode and ultimate strength of the numerical models are similar to the experimental results. The validated finite element models are then used to study the effects of gusset plate thickness, effects of cold-formed steel section depth and thickness, and the effects of bolt size and spacings. Elastic and plastic stiffnesses are obtained from the developed models. The connection behavior followed a typical elastic-plastic curve according to the connection ductility and failure mode. An empirical model is developed from the finite element models to predict the joint behavior of gusset plate beam-to-column connection for cold-formed steel structures. AS 4600 may have underestimated the initial stiffness of the connection.
References
Vivek, K. S., Priyanka, U. K. L., Reddy, C. R. K., & Ram, K. S. S. (2019). Non–linear finite element analysis of mild steel gusset plates. Materials Today: Proceedings, 18, 3726-3732. https://doi.org/10.1016/j.matpr.2019.07.307
Lee, Y. H., Tan, C. S., Tahir, M., & Mohammad, S. (2012). Numerical modelling and validation of light gauge steel top-seat flange-cleat connection. Journal of Vibroengineering, 14(3), 1104-1112.
Tan, C. S., Lee, Y. H., Lee, Y. L., Mohammad, S., Sulaiman, A., Tahir, M. M., & Shek, P. N. (2013). Numerical simulation of cold-formed steel top-seat flange cleat connection. Jurnal Teknologi, 61(3), 63–71. https://doi.org/10.11113/jt.v61.1769
Lee, Y. H., Tan, C. S., Mohammad, S., Lim, J. B. P., & Johnston, R. (2015). Numerical study of joint behaviour for top-seat flange cleat connection in cold-formed steel structures. Scientia Iranica, 22(4), 1554-1566.
Ghandi, E. & Shirin E. N. (2020). Flexural-torsional buckling of cold-formed steel columns with arbitrary cross-section under eccentric axial load. Structures, 28, 2122-2134. https://doi.org/10.1016/j.istruc.2020.09.081
Lee, J., Byun, N., Lee, Y., Kang, S. Y., & Kang, Y. -J. (2021). Experimental and numerical evaluations of local buckling in thin-walled UHPFRC flanges. Thin-Walled Structures, 163, 107662. https://doi.org/10.1016/j.tws.2021.107662
Shi, G. & Chen, X. (2017). Moment-rotation curves of ultra-large capacity end-plate joints based on component method. Journal of Constructional Steel Research, 128, 451-461. https://doi.org/10.1016/j.jcsr.2016.09.012
Bučmys, Ž., Daniūnas, A., Jaspart, J. -P., & Demonceau, J. -F. (2018). A component method for cold-formed steel beam-to-column bolted gusset plate joints. Thin-Walled Structures, 123, 520-527. http://dx.doi.org/10.1016/j.tws.2016.10.022
Aminuddin, K., Saggaff, A., Tahir, M. M., Shek, P. N., Sulaiman, A, Firdaus, M., & Aghlara, R. (2019). Analytical and experimental investigation on slip-in gusset plate connection for double c-channel sections of cold-formed steel. The Open Civil Engineering Journal, 13, 210-217. https://doi.org/10.2174/1874149501913010210
Firdaus, M., Saggaff, A., Tahir M. M., Aminuddin, K. M., Ngian, S. P., Siang, T. C., Ali Salih, M. N., Mohammadhosseini, H., & Sulaiman, A. (2021). Behavior of partial strength of beam-to-column connection with gusset plate for cold-formed steel sections. ASEAN Engineering Journal, 10(2), 99-114. https://doi.org/10.11113/aej.v10.16601
Rogers, C. A. & Hancock, G. J. (1999). Bolted connection design for sheet steels less than 1.0 mm thick. Journal of Constructional Steel Research, 51(2), 123-146. https://doi.org/10.1016/S0143-974X(99)00018-8
Huynh, M. T., Pham, C. H., & Hancock, G. J. (2020). Experimental behaviour and modelling of screwed connections of high strength sheet steels in shear. Thin-Walled Structures, 146, 106357. https://doi.org/10.1016/j.tws.2019.106357
Liu, Y., Shan-Shan, H., & Ian, B. (2021). Fire performance of axially ductile connections in composite construction. Fire Safety Journal, 121, 103311. https://doi.org/10.1016/j.firesaf.2021.103311
Yee, Y. L. & Robert, E. M. (1986). Moment-rotation curves for bolted connections. Journal of Structural Engineering, 112(3), 615-635. https://doi.org/10.1061/(ASCE)0733-9445(1986)112:3(615)
Downloads
Published
How to Cite
Issue
Section
License
Upon acceptance of an article, the corresponding author on behalf of all authors will be asked to complete and upload the Copyright Transfer Form (refer to Copyright Issues for more information on this) alongside the electronic proof file.
Copyright Transfer Statement for Journal
1) In signing this statement, the author(s) grant UNIMAS Publisher an exclusive license to publish their original research papers. The author(s) also grant UNIMAS Publisher permission to reproduce, recreate, translate, extract or summarize, and to distribute and display in any forms, formats, and media. The author(s) can reuse their papers in their future printed work without first requiring permission from UNIMAS Publisher, provided that the author(s) acknowledge and refer the publication in the Journal.
2) For open-access articles, the author(s) agree that their articles published under UNIMAS Publisher are distributed under the terms of the Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License (CC BY-NC-SA 4.0) which permits unrestricted use, distribution, and reproduction in any medium, for non-commercial purposes, provided the original work of the author(s) is properly cited.
3) For subscription articles, the author(s) agree that UNIMAS Publisher holds the copyright or an exclusive license to publish. Readers or users may view, download, print, and copy the content, for academic purposes, subject to the following conditions of use: (a) any reuse of materials is subjected to permission from UNIMAS Publisher; (b) archived materials may only be used for academic research; (c) archived materials may not be used for commercial purposes, which include but not limited to monetary compensation by means of sale, resale, license, transfer of copyright, loan, etc.; and (d) archived materials may not be re-published in any part, either in print or online.
4) The author(s) are responsible to ensure their submitted work is original and does not infringe any existing copyright, trademark, patent, statutory right, or propriety right of others. The corresponding author has obtained permission from all co-authors prior to submission to the journal. Upon submission of the manuscript, the author(s) agree that no similar work has been or will be submitted or published elsewhere in any language. If the submitted manuscript includes materials from others, the authors have obtained permission from the copyright owners.
5) In signing this statement, the author(s) declare that the researches which they have conducted comply with the current laws of the respective country and UNIMAS Journal Publication Ethics Policy. Any experimentation or research involving humans or the use of animal samples must obtain approval from the Human or Animal Ethics Committee in their respective institutions. The author(s) agree and understand that UNIMAS Publisher is not responsible for any compensational claims or failure caused by the author(s) in fulfilling the above-mentioned requirements. The author(s) must accept the responsibility for releasing their materials upon request by Chief Editor or UNIMAS Publisher.
6) The author(s) should have participated sufficiently in the work and ensured the appropriateness of the content of the article. The author(s) should also agree that they have no commercial attachments (e.g. patent or license arrangement, equity interest, consultancies, etc.) that might pose any conflict of interest with the submitted manuscript. The author(s) also agree to make any relevant materials and data available upon request by the editor(s) or UNIMAS Publisher.
