Bending Resistance of Short-Chopped Basalt Fiber Hydraulic Concrete and RC Element

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Abstract:

According to a series experiment for bending resistance of hydraulic concrete and RC element of mixing short-chopped basalt fiber, the reinforcing effect of bending strength and flexural elastic modulus of short-chopped basalt fiber concrete are analyzed, and increased cracking-resistance loads of short-chopped basalt fiber RC beams is also researched. Experimental results show that bending resistances of short-chopped basalt fiber concrete are increased, short-chopped basalt fiber in concrete is useful to reinforce the bending strength of concrete and cracking loads of RC beams.

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Periodical:

Advanced Materials Research (Volumes 261-263)

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407-410

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Online since:

May 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] E. G. Xie and Z. Y. Li: Fibercomposites, 3 (2003) , pp.17-20, in Chinese.

Google Scholar

[2] X. Q. and T. N. Shen: Hi-Tech Fiber & Application, Vol. 30(2005), pp.7-13, in Chinese.

Google Scholar

[3] F. Yan, Z. Lu and Y. Yan, et al. : Concrete, Vol. 246(2010), pp.51-53, in Chinese.

Google Scholar

[4] Jongsung Sim, Cheolwoo Park and Do Young Moon: Composites, part B: engineering, Vol. 36(2005), pp.504-512.

Google Scholar

[5] Z. Q. Fu, H. T. Liu and J. Z. Zhang, et al., in: Proceedings of the Fourth International Forum on Advances in Structural Engineering, edited by Zhishen Wu, Gang Wu and Youliang Ding, Nanjing, China Architecture and Building Press, Beijing (2010).

Google Scholar

[6] G. W. Li: Concrete, Vol. 229(2008), pp.77-79, in Chinese.

Google Scholar

[7] SL 352-2006. Test Code for Hydraulic Concrete (2006), in Chinese.

Google Scholar

[8] J. M. Zhou: Study on Simulated Experimental for Chloride Ion Erosion of Existing Concrete and Elements [D]. Zhejiang University of Technology, Hangzhou (2009), in Chinese.

Google Scholar