A Study on Carbon Fiber Influence to Rebar Corrosion in Concrete

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Abstract:

Rebar corrosion test of Carbon Fiber Reinforced Polymer (CFRP) concrete was did. Carbon fiber in concrete improved the compression strength of the concrete, but width and number of concrete cracks was not reduced, carbon fiber has not obvious act for improving concrete corrosion crack behavior. CFRP concrete Corrosion potential was a little high than common concrete, carbon fiber has not obvious act for improving concrete behavior in protecting steel beyond corrosion. The porosity of the carbon fiber reinforced polymer concrete was twice of the common concrete, carbon fiber added to concrete lead to increase porosity and maybe decrease concrete behavior in protecting the embedded steel in corrosion.

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3114-3118

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October 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Wenzhong Shen, Xiong Zhang, New building materials, 2004(8)

Google Scholar

[2] Fariborz Vossoughi, Electrical Resistivity of Carbon Fiber Reinforced Concrete, Department of Civil Engineering, University of California, Berkeley, CA 94720, (2004)

Google Scholar

[3] Dr. Deborah D.L Chung, Department of Mechanical and Aerospace Engineering, State University of New York at Buffalo

Google Scholar

[4] GB/T 50334-2004, Technical standard for inspecting of building structure, 2004, (In Chinese)

Google Scholar

[5] GB11970-1989, Test methods for volumetric mass, moisture and water absorbtion of aerated concrete, (In Chinese)

Google Scholar

[6] Zhongwei Wu, High performance concrete, China railway Publications, China, 1999: p.22~27 (In Chinese)

Google Scholar