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Flexure Performance of Two-Dimensional Textile Reinforced Mortar

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This study examined the flexure strength of textile reinforced mortar (TRM)/cement composites specimen with advanced composite material investigated the effect of textile reinforcement type on the flexure response of textile reinforcement mortar (TRM). The no. of layers are used one, two, and three. The effect of using different no. fabric layers on the flexure strength and to compare the effect of varying the no. of fabric layers. Enhancement in the flexure capacities are obtained using textile reinforcement and 2D (two-dimensional) textile reinforcement resulted in slightly better flexure performance than 3D (three-dimensional) textile reinforcement. (i) 2D fabric versus 3D fabric composite, (ii) the number of strengthening layers. Improved performance was found for the 2D fabric as compared with 3D fabric composite. It can be concluded that 2D fabrics can be beneficial as reinforcement for cement composites, along the applied load as they hold the whole fabric together and became tight single unit and given that stiff and leading to improved mechanical anchoring.
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Keywords: 2D Textile Reinforced Mortar (TRM); Fiber Reinforced Concrete; Flexure Performance

Document Type: Research Article

Affiliations: 1: Department of Architectural Engineering, Chungnam National University, 99 Daehak-ro, Yuseong-gu, Daejeon 305-764, Korea 2: Technology Research Lab., Kolon Global Corp., 46 Jeondae-ro 16-Gil, Pogok-Eup, Cheoin-gu, Yongin-si, Gyeonggi 449-815, Republic of Korea

Publication date: November 1, 2016

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