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Calculation of Interface Slips in SRC Members by Energy Method

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Abstract:

Based on the experimental materials, bond–slip behavior of the steel reinforced concrete (SRC) column is studied here. According to the characteristic of the loads, the slip displacements formulation between steel and concrete of a SRC column subjected to push-out load is derived by energy method. The calculation results show that the slip curves have the basic characteristic of quadratic curves distribute.

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Periodical:

Advanced Materials Research (Volumes 594-597)

Pages:

2697-2700

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.594-597.2697

Citation:

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Online since:

November 2012

Authors:

Xiao Hui Hu, Pei Hong Yang

Keywords:

Elastic Theory, Energy Method, Interface Slips, Steel Reinforced Concrete

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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