(Publisher of Peer Reviewed Open Access Journals)

International Journal of Advanced Technology and Engineering Exploration (IJATEE)

ISSN (Print):2394-5443    ISSN (Online):2394-7454
Volume-8 Issue-81 August-2021
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Paper Title : Moment capacity of connection with the additional top and seat angles to slab and column panel of cold-formed steel section
Author Name : Sutanto Muliawan, Anis Saggaff, Mahmood Bin Md Tahir, Saloma , Muhammad Firdaus and KM Aminuddin
Abstract :

The application of Cold-formed Steel (CFS) in construction works increased significantly. Recently this material is commonly used as a non-structural component. However, the research on CFS as a structural component still needs more comprehensive studies. This paper presents the parametric study of three connection types between CFS slab and column panel. It consists of: a) Gusset plate connection only (Isolated Joint Test (IJT)-01), b) Gusset plate with an additional seat angle (IJT-02), and 3) Gusset plate with additional top and seat angles (IJT-03). A T-shaped gusset plate was selected for all three connections. This current study investigates the moment capacity of the connection by combining the gusset plate with an additional top-seat angle. The dimension size of the lipped channel is C12524, and the top-seat angle is L1601607. The gusset plate thickness is 4 mm with M10 bolts. According to the component method, the assumption of elastic behavior is proposed in this paper (BS EN 1993-1-8 and BS EN 1993-1-3). The calculation results for each specimen confirm that IJT-03 is superior to IJT-01 and IJT-02. The failure mode of IJT-03 is predicted to happen at the top angle cleat due to the bending moment.

Keywords : Cold-formed steel connection, Top-seat angle, Connection moment capacity, T-shaped plate connector, Slab, Column panel connection.
Cite this article : Muliawan S, Saggaff A, Tahir MB, Saloma , Firdaus M, Aminuddin K. Moment capacity of connection with the additional top and seat angles to slab and column panel of cold-formed steel section. International Journal of Advanced Technology and Engineering Exploration. 2021; 8(81):1005-1018. DOI:10.19101/IJATEE.2021.874218.
References :
[1]Yu WW, Laboube RA, Chen H. Cold-formed steel design. John Wiley & Sons; 2019.
[Google Scholar]
[2]Dubina D, Landolfo R, Ungureanu V. Design of cold-formed steel structures.: Eurocode 3: design of steel structures. part 1-3, Design of cold-formed steel structures. ECCS. 2012.
[Google Scholar]
[3]Aminuddin K, Saggaff A, Tahir MM, Ngian SP, Sulaiman A, Firdaus M, et al. Analytical and experimental investigation on slip-in gusset plate connection for double C-channel sections of cold-formed steel. The Open Civil Engineering Journal. 2019; 13:210-17.
[Crossref] [Google Scholar]
[4]Aminuddin KM, Saggaff A, Tahir MM, Ngian SP, Sulaiman A, Firdaus M, et al. Behaviour of rectangular gusset plate with angle cleat connections for cold-formed steel section. In IOP conference series: materials science and engineering 2020 (pp. 1-8). IOP Publishing.
[Crossref] [Google Scholar]
[5]Firdaus M, Saggaff A, Tahir MM, Aminuddin KM, Ngian SP, Siang TC, et al. Behavior of partial strength of beam-to-column connection with gusset plate for cold-formed steel sections. ASEAN Engineering Journal. 2020; 10(2).
[Crossref] [Google Scholar]
[6]Hanisha CS, Kishore IS. Experimental and finite element analysis of cold formed steel beam-column joint. Materials Today: Proceedings. 2020; 33(1):480-3.
[Crossref] [Google Scholar]
[7]Muliawan S, Saggaff A, Mahmood T, Firdaus M, Aminuddin KM. Loading capacity calculation of integrated precast slab and column panel using cold-formed steel. In journal of physics: conference series 2021 (pp. 1-7). IOP Publishing.
[Crossref] [Google Scholar]
[8]Firdaus M, Saggaff A, Tahir MM, Ngian SP, Siang TC, Aminuddin KM, et al. Experimental study on composite connection with double lipped C-sections. In IOP conference series: materials science and engineering 2020 (pp. 1-8). IOP Publishing.
[Crossref] [Google Scholar]
[9]Amsyar F, Siang TC, Sulaiman A, Khun MC. Numerical and experimental study of semi-rigid beam-to-column composite connections in cold-formed steel. In AIP conference proceedings 2020. AIP Publishing LLC.
[Crossref] [Google Scholar]
[10]Sulaiman A, Salleh NM, Sukardi N, Siang TC, Saggaff A. Experimental evaluation of composite beam-to-column joint using cold-formed steel sections. In IOP conference series: materials science and engineering 2019 (pp.1-13). IOP Publishing.
[Crossref] [Google Scholar]
[11]Firdaus M, Saggaff A, Tahir MM, Aghlara R, Sulaiman A, Aminuddin K, et al. Influence of seat angles on the behaviour of cold-formed steel concrete composite joints. Journal of Constructional Steel Research. 2020.
[Crossref] [Google Scholar]
[12]Firdaus M, Saggaff A, Tahir M, Ngian SP, Sulaiman A, Salih MN. Experimental and analytical study on composite connection with cold-formed steel of double channel sections. In IOP conference series: materials science and engineering 2019 (pp.1-10). IOP Publishing.
[Crossref] [Google Scholar]
[13]Armo AA, Saggaff A, Tahir MM, Ngian SP, Sulaiman A, Salih MN. Behaviour of rebar shear connector in a push test for composite beam with cold-formed steel section. In IOP conference series: materials science and engineering 2019 (pp.1-10). IOP Publishing.
[Crossref] [Google Scholar]
[14]Salih MN, Tahir MM, Mohammad S, Ahmad Y, Sulaiman A, Shek PN, et al. Experimental study on flexural behaviour of partially encased cold-formed steel composite beams using rebar as shear connector. In IOP conference series: materials science and engineering 2019 (pp.1-8). IOP Publishing.
[Crossref] [Google Scholar]
[15]Tahir MM, Salih MN, Ahmad SA, Shek PN. Behaviour of composite beam arranged as boxed-section with C-channel of cold-formed steel of lipped section. In IOP conference series: materials science and engineering 2020 (pp.1-9). IOP Publishing.
[Crossref] [Google Scholar]
[16]Lawan MM, Shek PN, Tahir MM. Flexural performance of cold-formed steel section in a composite beam system. In IOP conference series: materials science and engineering 2020 (pp. 1-12). IOP Publishing.
[Crossref] [Google Scholar]
[17]Salih MN, Tahir MM, Mohammad S, Ahmad Y, Shek PN, Abraham A, et al. Bending experiment on a novel configuration of composite system using rebar as shear connectors with partially encased cold-formed steel built-up beams. Materials Today: Proceedings. 2021; 39(2):999-1005.
[Crossref] [Google Scholar]
[18]Muliawan S, Saggaff A, Tahir MB, Firdaus M, Aminuddin KM. Effect of bottom flange cleat on integrated precast slab and column panel using cold-formed steel. International Journal of Advanced Technology and Engineering Exploration. 2021; 8(76): 462-72.
[Crossref] [Google Scholar]
[19]Patil MM, Patil SM, Hosur V. Beam-column connections in cold-formed light gauge steel structures. International Research Journal of Engineering and Technology. 2019; 6(5): 6441-8.
[Google Scholar]
[20]Firdaus M, Saggaff A, Tahir MM, Ngian SP, Sulaiman A. Prediction of moment resistance of steel connection with macro excel using Eurocode standard. In journal of physics: conference series 2019 (pp.1-7). IOP Publishing.
[Crossref] [Google Scholar]
[21]Bamaga SO, Tahir MM, Ngian SP, Mohamad S, Sulaiman A, Aghlara R. Structural behaviour of cold-formed steel of double C-lipped channel sections integrated with concrete slabs as composite beams. Latin American Journal of Solids and Structures. 2019; 16(5):1-15.
[Crossref] [Google Scholar]
[22]Shi Y, Yang K, Guan Y, Yao X, Xu L, Zhang H. The flexural behavior of cold-formed steel composite beams. Engineering Structures. 2020.
[Crossref] [Google Scholar]
[23]Lawan MM, Shek PN, Tahir MM. Can cold-formed steel section be use as a sustainable structural member in building and civil engineering constructions? a mini review. In IOP conference series: materials science and engineering 2020 (pp.1-13). IOP Publishing.
[Crossref] [Google Scholar]
[24]Qiao W, Yan X, Zhu R, Wang F, Wang D. Flexural properties of new cold-formed thin-walled steel and concrete composite slabs. Journal of Building Engineering. 2020.
[Crossref] [Google Scholar]
[25]Puluhulawa I. Behavior of shear connector variations on strengthened reinforced concrete slabs using cold formed steel. In IOP conference series: earth and environmental science 2020 (pp. 1-7). IOP Publishing.
[Crossref] [Google Scholar]
[26]Standard B. Eurocode 3—Design of steel structures—. BS EN 1993-1. 2006;1:2005.
[Google Scholar]
[27]https://shop.bsigroup.com/products/eurocode-3-design-of-steel-structures-general-rules-and-rules-for-buildings?pid=000000000030283899. Accessed 24 June 2021.