An Experimental Study on Improved Mechanical Behavior of Textile-Reinforced Concrete

Shi Ping Yin; Shi Lang Xu

doi:10.4028/www.scientific.net/AMR.168-170.1850

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 168-170An Experimental Study on Improved Mechanical...

An Experimental Study on Improved Mechanical Behavior of Textile-Reinforced Concrete

Abstract:

The influences of the mesh sizes, the surface treatment and cover thickness of the textile on anti-crack and bearing capacity of the competent were investigated. Additionally, to prevent the splitting of the concrete, hanging U-shaped hook upon textiles was also experimentally studied. The experiment results indicate that sticking sand on epoxy resin-impregnated textile and reduced cover thickness are helpful to improve the mechanical performance of the component; the textile with 10mm×10mm mesh size is superior than that with 20mm×20mm mesh size regardless of in the respect of enhancing the bearing capacity of the TRC or in the respect of controlling matrix cracking; the novel method of adding U-shape iron hook not only can improve the bonding performance between the textile and the concrete, but also can enhance the shearing capacity of the concrete.

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Periodical:

Advanced Materials Research (Volumes 168-170)

Pages:

1850-1853

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.168-170.1850

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Online since:

December 2010

Authors:

Shi Ping Yin, Shi Lang Xu

Keywords:

Crack Control, Four-Point Bending, Textile, Thin Plate, U-Shaped Iron Hook

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