Experimental Research on Basalt Fiber Reinforced Cementitious Composites

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Abstract:

Basalt fiber was added to the traditional cement-based materials to improve the physical and mechanical properties. The mixture ratio of the matrix, the basalt fiber content, and the super-plasticizer type as well as its contents were designed optimally. The fluidity test, axial compressive strength and cube compressive strength test, flexure strength test were carried out. The results show that the fluidity and the compressive strength of basalt fiber reinforced cementitious composite(BFRCC for short) reduces when the basalt fiber content increases, but the toughness of traditional cement-based materials is improved by adding basalt fiber.

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533-536

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December 2012

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[1] Jianxun Ma, Xuemei Qiu, Yuanlong Wang et al Experimental Research on the Fundamental Mechanical Properties of Presoaked Basalt Fiber Concrete[C]. Proceedings of the 5th International Conference on FRP Composites in Civil Engineering(CICE2010) Beijing China,2010,9 P85-88.

DOI: 10.1007/978-3-642-17487-2_16

Google Scholar

[2] Yuanlong Wang. Experimental Research on Strength and Flexural Toughness of Presoaked Basalt Fiber Reinforced Concrete[D]. Xi'an Jiaotong University, (2011)

Google Scholar

[3] Gang Zhao. Experimental research on basalt fiber reinforced cementitious composites[D]. Xi'an Jiaotong University, 2012.

Google Scholar

[4] Xiangrong Cai. The Basic Mechanical Performance and Strain Hardening Process Theoretical Analysis of Ultra High Toughness Cementitious Composites[D]. Dalian University of Technology, 2010.

Google Scholar

[5] GB/T7897.5-1990. Test method of mechanical properties of mortar for ferrocement--Test of axial compressive strength. Beijing: China Standards press.

Google Scholar

[6] Romualdi J P, Mandel J A . Tensile Strength of Concrete Affected by Uniformly Distributed and Closely Spaced Short Lengths of Wire Reinforcement. ACI Journal, Proceedings, 1964, 61 (6): 657-670.

DOI: 10.14359/7801

Google Scholar