A New Approach for Bearing Capacity of SRC Columns with Bond Failure

Kai Wu; Jian Yang Xue; Ping Zhou Cao; Hong Tie Zhao; Jian Guang Yue

doi:10.4028/www.scientific.net/AMR.163-167.1157

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167A New Approach for Bearing Capacity of SRC Columns...

A New Approach for Bearing Capacity of SRC Columns with Bond Failure

Abstract:

Bond stress between concrete and shape steel makes both materials cooperate as a whole, but diminished at final stage of loading period. A shear model is established to throw illumination on mechanism of bond failure. Tensile stress in concrete leaded to bond cracks and eventually the bond failure, which is due to the shear passing from concrete to shape steel. A new approach for bearing capacity of SRC columns with bond failure is put forward which based on the equivalent law of shear stress and shear stress distribution of rectangular section for formula derivation, the calculated results are consistent with those of the test.

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Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

1157-1161

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.163-167.1157

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Online since:

December 2010

Authors:

Kai Wu, Jian Yang Xue, Ping Zhou Cao, Hong Tie Zhao, Jian Guang Yue

Keywords:

Bearing Capacity, Bond Failure, Failure Mechanism, Steel Reinforced Concrete (SRC)

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References

[1] H.T. Zhao: Steel and Concrete Composite Structures (Science Press, China 2001).

Google Scholar

[2] J.Y. Xue, H.T. Zhao: Bond-Slip Theory of Steel Reinforced Concrete and Engineering Application (Science Press, China 2007).

Google Scholar

[3] H.T. Zhao, Y. Yang, J.Y. Xue, Y.H. Wang, Y.Y. Lin: submitted to Advanced in Mechanics (2003).

Google Scholar

[4] J.Y. Xue, H.T. Zhao, Y. Yang, J.B. Wu, K. Wu: submitted to Journal of Xi'an University of Architecture and Technology (Nature Science Edition) (2007).

Google Scholar

[5] Y. Yang, Z.X. Guo, J.Y. Xue, H.T. Zhao, J.G. Nie: submitted to Journal of Building Structures (2005).

Google Scholar

[6] J.H. Li, J.Y. Xue, H.T. Zhao: submitted to Journal of Xi'an University of Architecture and Technology (Nature Science Edition) (2008).

Google Scholar

[7] Z.H. Guo, X.D. Shi: Reinforced Concrete Theory and Analysis (Tsinghua University Press, China 2003).

Google Scholar

[8] J.H. Li, X.T. Wang, J.Y. Xue, H.T. Zhao: submitted to Engineering Mechancis (2008).

Google Scholar