The Increasing of Interface Slip and its Effect on Composite Beams when there Are Cracks in Brittle Material Element

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The composite beam is composed of the brittle material element and ductile material element (for example: concrete and steel), and with shear connectors it decreases the slip between the brittle material element and ductile material element, and ensures the coordination and integrity of the cross section. When there are cracks in brittle material element in use, it will increase interface slip. In this paper, we assume that the brittle material has cracks, and calculate the slip of shear connectors. Letting the end slip equal to the ultimate slip of shear connector, the shear force and ultimate moment of composite beam is gotten.

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4643-4646

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October 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] J.G. N, Z.B. Y: Journal of China Civil Engineering. Vol. 32(1999), pp.3-8.

Google Scholar

[2] M. X, Y.M. X: Journal of Anhui Technical College of Water Resources and Hydraulic Electric. Vol. 9 No. 4 (2009), pp.18-22.

Google Scholar

[3] C.K. F, C.C. K: Journal of Yantai University (Natural Science and Engineering Edition). Vol. 22 No. 3 (2009), pp.229-237.

Google Scholar

[4] X. H. Ni, X. Q. Liu and S. Yan: Key Engineering Materials Vol. 274-276(2004), p.1113.

Google Scholar

[5] S.P. M, X.G. J, J.S. J: Journal of China Agricultural University. Vol. 12 No. 1(2009), pp.85-89.

Google Scholar

[6] D. J. Oehlers and G. Sved: J. Structure Engineering. ASCE Vol. 21(1995), p.932.

Google Scholar