EXPERIMENTAL AND ANALYTICAL STUDY ON BEHAVIOUR OF COLD FORMED STEEL USING ANGLE SECTION UNDER TENSION MEMBERS
DOI:
https://doi.org/10.29121/ijetmr.v5.i1.2018.44Keywords:
ANSYS, Tension Members, Cold-Formed Steel, Strength, DisplacementAbstract
The effective sectional area concept was adopted to conduct the analysis of cold-formed Tension members. ANSYS software was utilized to simulate the behavior of cold formed steel angle under tension load. The paper describes the results from a finite element investigation into the load capacity tension members of single angle sections of 2mm and double angles sections of 2mm under plain (without Lipped) and with Lipped conditions subjected to tension. Comparisons were made between the test results and the predictions based on both the Experimental investigation and the ANSYS analysis. Results also comparisons were made by the International codes BIS, AISI, AS/NZS and BS.
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References
AS/NZS: 4600 (2005), 'Cold-formed Steel Structures', Australia / New Zealand Standard.
BS: 5950-Part 5 (1998), 'Structural Use of Steelwork in Building-Code of practice for design of cold-formed thin gauge sections', British Standards Institution.
Gupta L.M and Mohan Gupta (2005), "Limit state design of bolted steel angles under tension", Journal of Structural Engineering, Vol.31, No.4, pp265-274.
AISI (1996). Cold-Formed Steel Design Manual, American Iron and Steel Institute, Washington, D.C.Google Scholar
AISI (2001). Cold-Formed Steel Standard, American Iron and Steel Institute, Washington, D.C.Google Scholar
ANSYS Release 8.1 (2004). ANSYS, Inc., USA.Google Scholar
AS/NZS (1996). Australian/New Zealand Standard, Cold- Formed Steel Structures, Sydney, Australia.Google Scholar
Desmond, T. P., Pekoz, T., and winter, G. (1981). “Edge stiffeners for thin-walled members.” Journal of Structural Engineering, 107(2), pp. 329–353.Google Scholar
Lam, S. S. E., Chung, K. F., and Wang, X. P. (2006). “Loadcarrying capacities of cold-formed steel cut stub columns with lipped C-section.” Thin-Walled Structures, 44, pp. 1077–1083.Google Scholar DOI: https://doi.org/10.1016/j.tws.2006.10.011
NAS (2001). Specification for the Design of Cold-formed Steel Structural Members, North American Specification, Washington, D.C.Google Scholar
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