Experimental Capacity Assessment of Cold-Formed Boxed Stud and C Stud Wall Systems Used in Australian Residential Construction
Publication: Journal of Structural Engineering
Volume 132, Issue 4
Abstract
The performance of cold-formed steel Boxed stud and C section wall systems under axial compression, bending, and combined axial and bending loads has recently been investigated at the University of South Australia. This Technical Note summarizes the experimental procedures and capacity assessment of single-plasterboard-sheathed panels in comparison with unsheathed steel frames tested under axial compressive load. The paper also presents the structural behaviors of panels with plasterboard sheathing under the influence of bending only and combined axial and bending loads. The analysis of the test results led to numerous interesting conclusions about the behavior of single-plasterboard-sheathed panels within brick veneer wall systems.
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References
Australian and New Zealand Standard. (1996). AS/NZS 4600: Cold-formed steel structures, Standards Australia and Standards New Zealand, Sydney, Australia.
Berge, B. (2001). The Ecology of Building Materials, Chapter 15: Surface Materials, Architectural, Elsevier, Burlington, Mass.
Gad, E. F., Chandler, A. M., Duffield, C. F., and Stark, G. (1999). “Lateral behavior of plasterboard-clad residential steel frames.” J. Struct. Eng., 125(1), 32–39.
Miller, T. H., and Pekoz, T. (1994). “Behaviour of gypsum-sheathed cold-formed steel wall studs.” J. Struct. Eng., 120(5), 1644–1650.
Telue, Y., and Mahendran, M. (1999). “Finite element modelling of cold-formed steel wall frames lined with plasterboard.” Proc., 15th Aust. Conf. Mechanics Struct. & Materials, Balkema, Sydney, Australia, 335–340.
Telue, Y., and Mahendran, M. (2001). “Behaviour of cold-formed steel wall frames lined with plasterboard.” J. Constr. Steel Res., 57(4), 435–452.
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© ASCE.
History
Received: Jan 31, 2005
Accepted: Aug 23, 2005
Published online: Apr 1, 2006
Published in print: Apr 2006
Notes
Note. Associate Editor: Benjamin W. Schafer
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