Study on Stud Shear Connectors Subjected to Single Cyclic Loading

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Abstract:

In order to study the behavior of connectors used in steel-concrete composite beam subjected to single cyclic loading, three groups of studs were tested with new specimen and new method, stud’s diameter is different among each group(Φ16,Φ19,Φ22). Stud’s fatigue behavior subjected to single cyclic loading various with the diameter.

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Advanced Materials Research (Volumes 163-167)

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2013-2016

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December 2010

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Janguo Nie, Ming Liu and Lieping Ye: Steel-Concrete Composite Structure. China Architecture & Building Press, Beijing, (2005).

Google Scholar

[2] Yuqing Liu: Composite Bridges. China Communications Press, Beijing, (2005).

Google Scholar

[3] J.R. Ubejd Mujagica, W.S. Easterlingb and T.M. Murrayb: Drilled standoff screws for shear connection in light composite steel–concrete trusses. Journal of Constructional Steel Research, pp.1-11, (2006).

DOI: 10.1016/j.jcsr.2006.12.008

Google Scholar

[4] R. K. L. Su, H. J. Pam and W. Y. Lam: Effects of shear connectors on plate-reinforced compo- site coupling beams of short and medium-length spans. Journal of Constructional Steel Research, Vol. 62, pp.178-188, (2006).

DOI: 10.1016/j.jcsr.2005.04.019

Google Scholar