Design Method for the Normal Section of Carbon Textile Reinforced Concrete Beam

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Abstract:

The purpose of the present study is to propose a design method for the normal section of carbon textile reinforced concrete (TRC) beam according to the Code for Design of Concrete Structures and failure modes. It has been suggested that the normal section may fail in case of fiber fracture in the lower portion of the beam, concrete crushing in the upper surface of the beam, or both. Beam is preferably designed to make full use of the compressive strength of concrete. Then we proposed the basic equations for the normal section of carbon TRC beam and their application conditions. At last, the proposed method is illustrated by a real example.

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Periodical:

Advanced Materials Research (Volumes 919-921)

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1381-1385

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April 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] LI He. Li He. Analysis and experimental study on textile reinforced concrete elements [D]. Dalian: Dalian University of Technology, (2006).

Google Scholar

[2] XU Shilang, LI Qinghua, LI Hedong. An experimental study on the flexural properties of carbon textile reinforced ECC [J]. China Civil Engineering Journal, 2007, 12: 69-76.

Google Scholar

[3] WANG Yougang. Experimental research on basalt fiber net reinforced concrete members [D]. Dalian: Dalian University of Technology, (2011).

Google Scholar

[4] XIN Jianlong. Study on Shear Property of RC Beams with FRP Mesh Hoops [D]. Hohai University, (2005).

Google Scholar

[5] LI Dawei. Study on Bond Property between Glass Textile and Ultra High Toughness Cementitious Composite [D]. Dalian: Dalian University of Technology, (2007).

Google Scholar

[6] WU Fahong, LI Yushou, XUN Yong. Experimental research of self-stressing thin concrete plate reinforced with carbon textile [J]. Concrete, 2010, 02: 117-120.

Google Scholar

[7] YIN Shiping, XU Shilang. Effective Method to Improve Anti-flaking Capacity of Cover Concrete to Textile [J]. Journal of Building Materials, 2010, 04: 468-473.

Google Scholar

[8] ZHANG Xinliang. Experimental Research on the Mechanical Properties of Carbon Textile Reinforced Common Concrete [D]. Anhui University of Science & Technology, (2009).

Google Scholar

[9] MEN Hui, MA Qinyong, LU Xiaoyu. Experimental bending strength of the textile reinforced concrete slab [J]. China Concrete and Cement Products, 2013, 04: 43-45.

Google Scholar

[10] Ministry of Construction of the People's Republic of China. Code for design of concrete structures (GB50010-2010). Beijing: China Architecture & Building Press, (2010).

Google Scholar