Mechanical Behaviour for Connection of Cold-Formed Steel Channel Section with Intermediate Web Stiffener

Mohd Syahrul Hisyam Mohd Sani; Fadhluhartini Muftah; Ahmad Rasidi Osman; Tan Cher Siang

doi:10.4028/www.scientific.net/KEM.792.153

Paper Titles

Magnesium Aluminum Silicate Nanoparticles and Polyanionic Cellulose as Additives in Low-Solid Water-Based Drilling Fluids
p.125

Recovery of Heavy Metals from the Spent Catalyst of the Hydrotreating Unit (HDT) for the Use of the Impregnation of Supported Catalysts
p.133

Adsorption of Chromium in Aqueous Solution by Using Zeolite A Prepared from Fly Ash
p.140

Computational Study of Perovskite Structured CH₃NH₃PbI₃ and CH₃NH₃SnI₃
p.145

Mechanical Behaviour for Connection of Cold-Formed Steel Channel Section with Intermediate Web Stiffener
p.153

Strength of Axially Loaded Concrete Filled Steel Tube Elements of Self-Stressing Concrete
p.160

Adapting ANNs in SONREB Test to Estimate Concrete Compressive Strength
p.166

Experimental Investigation on the Tilt Helical Milling of Carbon Fiber Reinforced Plastics (CFRP)
p.173

Fundamental Investigation on the Polishing Aspheric Elements with Doughnut-Shaped MCF Slurry
p.179

HomeKey Engineering MaterialsKey Engineering Materials Vol. 792Mechanical Behaviour for Connection of Cold-Formed...

Mechanical Behaviour for Connection of Cold-Formed Steel Channel Section with Intermediate Web Stiffener

Abstract:

Cold-formed steel (CFS) is a popular steel-based material for building such as roof truss system and wall frame panel. CFS with a variety of shapes, cross-sections and thickness produce a lot of advantages such as ease of production, corrosion resistance and high strength to weight ratio. Connection of the CFS sections between them uses screw, bolt and nut, rivet or weld. But, the detail information for the connector in standard either by Eurocode 3 or American Iron and Steel Institute (AISI) is still incomplete especially methods for testing and also lack in the basic knowledge of testing for the connector or combination of connectors. The connector that was used in this study was a self-drilling screw. The objective of the study is to provide the mechanical behaviour information of self-drilling screws from shear and pull-out tests. Both tests utilised Universal Testing Machine with 100 kN capacity to determine the ultimate load and load-deformation behaviour of the self-drilling screws with different numbers. As a result, the ultimate load of the specimen was found to increase with increasing number of the self-drilling screws for shear and pull-out connection tests.

You might also be interested in these eBooks

Engineering and Innovative Materials VII

View Preview

Info:

Periodical:

Key Engineering Materials (Volume 792)

Pages:

153-159

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.792.153

Citation:

Cite this paper

Online since:

December 2018

Authors:

Mohd Syahrul Hisyam Mohd Sani*, Fadhluhartini Muftah, Ahmad Rasidi Osman, Tan Cher Siang

Keywords:

Cold-Formed Steel, Connection, Intermediate Web Stiffener, Mechanical Behaviour

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] R. Zaharia and D. Dubina, Stiffness of joints in bolted connected cold-formed steel trusses. Journal of Constructional Steel Research 62, (2006), pp.240-249.

DOI: 10.1016/j.jcsr.2005.07.002

Google Scholar

[2] C. Mathieson, G. C. Clifton and J. B. P. Lim: Novel pin-jointed connection for cold-formed steel trusses. Journal of Constructional Steel Research 116, (2016), pp.173-182.

DOI: 10.1016/j.jcsr.2015.08.009

Google Scholar

[3] W. Chen, J. Ye and M. Zhao: Steady- and transient-state response of cold-formed steel-to-steel screwed connections at elevated temperatures. Journal of Constructional Steel Research 144, (2018), pp.13-20.

DOI: 10.1016/j.jcsr.2018.01.016

Google Scholar

[4] C. Yu and M. X. Panyanouvong: Bearing strength of cold-formed steel bolted connections with a gap. Thin-walled Structures 67, (2013), pp.110-115.

DOI: 10.1016/j.tws.2013.01.015

Google Scholar

[5] H. A. Hamid and M. I. S. Harsad: Behaviour of Self-drilling screw upon single shear loading on cold-formed steel. Malaysian Journal of Civil Engineering 28 (1), (2016), pp.59-68.

Google Scholar

[6] S. W. Baur and W. Suaris, Evaluation of cold-formed steel connections attached with pneumatically driven pins. Fifteenth International Specialty Conference on Cold-formed Steel Structures, (Oct 19-20, 2000), St. Louis, Missouri, United State of America.

DOI: 10.1061/40699(2003)42

Google Scholar

[7] M. Zeynalian, A. Shelley and H. R. Ronagh: An experimental study into the capacity of cold-formed steel truss connections. Journal of Constructional Steel Research 127, (2016), pp.176-186.

DOI: 10.1016/j.jcsr.2016.08.001

Google Scholar

[8] M. Sivapathasundaram and M. Mahendran: Pull-out capacity of multiple screw fastener connections in cold-formed steel roof battens. Journal of Constructional Steel Research 144, (2018), pp.40-52.

DOI: 10.1016/j.jcsr.2018.01.013

Google Scholar

[9] Z. Xie, W. Yan, C. Yu, T. Mu and L. Song: Tensile capacity of self-piercing rivet connections in thin-walled steel structures. Journal of Constructional Steel Research 144, (2018), pp.211-220.

DOI: 10.1016/j.jcsr.2018.01.022

Google Scholar

[10] D. H. Bondok and H. A. Salim: Failure capacities of cold-formed steel roof trusses end-connections. Thin-walled Structures 121, (2017), pp.57-66.

DOI: 10.1016/j.tws.2017.09.026

Google Scholar

[11] A. Ahmadi, C. Mathieson, G. C. Clifton, R. Das and J. B. P. Lim: An experimental study on a novel cold-formed steel connection for light gauge open channel steel trusses. Journal of Constructional Steel Research 122, (2016), pp.70-79.

DOI: 10.1016/j.jcsr.2016.02.007

Google Scholar

[12] K. Myuran and M. Mahendran: Unified static-fatigue pull-through capacity equations for cold-formed steel roof battens. Journal of Constructional Steel Research 139, (2017), pp.135-148.

DOI: 10.1016/j.jcsr.2017.09.027

Google Scholar

[13] Z. Bucmys and G. Sauciuvenas: The behaviour of cold-formed steel structure connections. Engineering Structures and Technologies 5(3), (2013), pp.113-122.

Google Scholar