Numerical Study on Shearing Properties of Profiled Steel Sheets

Jin Zheng; Bo Chen; Hou Jun Xu; Yun Li Yang

doi:10.4028/www.scientific.net/AMM.166-169.2887

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Numerical Study on Shearing Properties of Profiled...

Numerical Study on Shearing Properties of Profiled Steel Sheets

Abstract:

The structural diaphragm effects have been investigated in the past decades with major attention on the properties of diaphragm panels. The research observations made by the oversea researchers cannot be directly utilized to the design construction of Chinese light gauge steel structures due to the different configuration of profiled steel sheets, fasteners, and purlins in China. In this regard, the shearing strength and stiffness of diaphragm steel sheets are investigated in this study through numerical study. The profiled steel sheet and fastener are simulated by the ortho-anisotropic flat plate and three one dimensional nonlinear spring, respectively. The analytical models are developed for examining the shearing strength and stiffness induced by diaphragm effects of a cladding system. The made observations indicate that the diaphragm effects of the steel sheet on the structure are obvious.

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Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

2887-2891

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.2887

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Online since:

May 2012

Authors:

Jin Zheng, Bo Chen, Hou Jun Xu, Yun Li Yang

Keywords:

Cladding System, Diaphragm Effect, Light-Gauge Steel Sheet, Parameter Investigation

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References

[1] A.H. Nilson. Diaphragm Action in Light Gage Steel Construction, AISI regional technical paper,(1960)

Google Scholar

[2] A.H. Nilson, Shear Diaphragm of Light Gage Steel, Journal of the Structural Division, ASCE Proceedings, 86, 1960.

Google Scholar

[3] British Standard. Structural use of steelwork in building British, Standard BS 5950-9,(1994)

Google Scholar

[4] J. Davies. Light gauge steel diaphragms with openings, Proceedings of IABSE.P-16/78, 1978.

Google Scholar

[5] J.M Davies and E.R. Byran. Manual of Stressed Skin Diaphragm Design,(1982)

Google Scholar

[6] A.H. Nilson, and A.R. Ammar. Finite element analysis of metal deck shear diaphragms, Journal of the Structural Division ASCE Proceedings, 1974, 100, 711-726.

DOI: 10.1061/jsdeag.0003752

Google Scholar

[7] J.M. Davies. Simplified diaphragm analysis, Journal of the Structural Division, ASCE Proceedings, 1977, 103, 2093-2112.

Google Scholar

[8] W. W. Yu. Cold-formed steel design, 3rd Edition, 2000.

Google Scholar