Technical Papers
Dec 10, 2019

Performance-Based Design for Fiber-Reinforced Concrete: Potential Balancing Corrosion Risk and Strength

Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 2

Abstract

With the advent of new materials that possess enhanced properties, designing concrete mixtures targeting a certain strength is a misleading concept. Hence, shifting to performance-based design is becoming a global trend that allows more flexibility in selecting and proportioning concrete ingredients. This study investigates the potential of increasing electric resistivity for fiber-reinforced concrete (i.e., reducing corrosion risk) while maintaining adequate strength. The key parameters included mixture ingredients, electrical conductivity, and physical properties of the used fibers. Two categories of fibers were considered: conductive (steel fiber) and nonconductive fibers (i.e., polypropylene and nylon). These fibers were incorporated in concrete mixtures with and without silica fume. Compressive and splitting tensile strengths, rapid chloride penetration, bulk, and surface electric resistivity were evaluated for all tested mixtures in order to illustrate potential interactions. Results show that there is a high potential to achieve highly electrically resistant concrete with adequate strength through the use of nonconductive fibers. Moreover, results emphasize the beneficial synergistic effect of nonconductive fibers and silica fume in optimizing the performance. Developed relationships between mechanical properties and electric resistivity are anticipated to guide engineers in selecting suitable mixtures based on the targeted performance.

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Acknowledgments

The authors would like to express their sincere gratitude and appreciation to the following companies for providing the research materials as a donation; Lafarge CA, Forta-Ferro, Sika, BSAF Corp., and Arcelor metal.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 2February 2020

History

Received: Oct 8, 2018
Accepted: Jul 22, 2019
Published online: Dec 10, 2019
Published in print: Feb 1, 2020
Discussion open until: May 10, 2020

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S. H. Diab
Ph.D. Candidate, Dept. of Building, Civil, and Environmental Engineering, Concordia Univ., Montreal, QC, Canada H3G 1M8.
A. M. Soliman [email protected]
Assistant Professor, Dept. of Building, Civil, and Environmental Engineering, Concordia Univ., Montreal, QC, Canada H3G 1M8 (corresponding author). Email: [email protected]
M. Nokken
Professor, Dept. of Building, Civil, and Environmental Engineering, Concordia Univ., Montreal, QC, Canada H3G 1M8.

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