Chloride Ion Diffusion Coefficient of HPFRCC after Loading

Kyung Joon Shin

doi:10.4028/www.scientific.net/AMR.898.391

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 898Chloride Ion Diffusion Coefficient of HPFRCC after...

Chloride Ion Diffusion Coefficient of HPFRCC after Loading

Abstract:

Various methods have been used to reinforce cementitious material such as mortar and concrete that have weak tensile strength. Fiber Reinforced Concrete is one of the reinforcing methods that mixes a matrix with fibers that have strong tensile strength. Recently, High Performance Fiber Reinforced Cementitious Composites (HPFRCC) have been developed. HPFRCC provides a possible solution to this inherent problem of cracking by smearing one or several dominant cracks into many distributed microcracks. The present study explores the ductility characteristics of HPFRCC by measuring chloride diffusion coefficients after load is applied.

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Periodical:

Advanced Materials Research (Volume 898)

Pages:

391-394

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.898.391

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Online since:

February 2014

Authors:

Kyung Joon Shin*

Keywords:

Chloride Ion Diffusion Coefficient, FRC, HPFRCC

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