Failure Mode and Experimental Method Research for Bond-Slip of Cold-Formed Thin-Walled Steel and Foam Concrete Composite Member

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Abstract:

According to the previous experimental research on bond-slip, select push-out test as experimental method research on bond-slip between cold-formed thin-walled steel and foam concrete. Through the observation of the specimens in the push-out test, combining with the natural bonding mechanism and influencing factors summarized the failure mode and its law of composite member. The reference and basis for the experimental research and theoretical analysis of it in the future are provided.

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33-38

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January 2015

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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[1] Brown C. B. Bond Failure between Steel and Concrete[J]. Journal of the Franklin Institution, 1966, 282(5): 271-290.

Google Scholar

[2] Hawkins, N. M. Strength of Concrete Encased Steel Beams[J]. Civil Engineering Transaction of Australia Engineer, 1973(1): 39-46.

Google Scholar

[3] Hamdan M., Hunaiti Y. Factors effecting bond Strength in Composite Columns[J]. Proceedings of the Third Steel-Concrete Composite Structures, 1991. 213-218.

Google Scholar

[4] Yong Yang, Hongtie Zhao, Jianyang Xue, etc. Review of study on the bond-slip mechanics behaviors of SRC structures[J]. Journal of Xi'an University of Architecture & Technology. 2002(2): 103-179.

Google Scholar