Experimental Study of Bond Stress Distribution between Reinforcement and Different Strength Self-Compacting Concrete Bond under Dynamic Load

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Abstract:

The bond characteristics between reinforcement and self-compacting concrete under dynamic loads was analyzed experimentally. The tests were conducted by pulling-out with setting strain gauge in reinforcment. The bond stress distribution laws were analyzed with concrete strength change.

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Periodical:

Advanced Materials Research (Volumes 446-449)

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330-333

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Online since:

January 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Wang guo-jie, Zheng jian-lan. Bond properties between reinforcement and self - compacting concrete[J]. Journal of Fuzhou University(Natural Science), 2004, 32(3):334-338.

Google Scholar

[2] Xu Youlin, Shen Wendu, Wang Hong. An Experimental Study of Bond-Anchorage Properties of Bars in concrete. Journal of Building Research, 1994, 15(3):26-36.

Google Scholar

[3] GB50152-92. Standard Method for Testing Concrete Structure [S].(in Beijing)).

Google Scholar

[4] Hong Xiaojian, Zhang Yu. The Fitting Method of the Smooth Bondstress in the Bond-Slip Test. Structural Engineers, 2000, (3): 44-48.

Google Scholar

[5] Homayoun H A, Denis M. Analysis of bond stress distribution in pullout specimens[J].Journal of Structural Engineering,1996,122(3):255-261.

Google Scholar