A REVIEW OF STRENGTH PARAMETERS OF CRIMPED STEEL FIBERS IN CONCRETE: TYPES, PROPERTIES, AND APPLICATIONS

Authors

  • Shrikant Khedkar, Prof. K. S. Patil , Prof. V. P. Bhusare and Prof. Y. R. Suryavanshi

Keywords:

Crimped steel fibers, Concrete, Tensile strength, Compressive strength, Flexural strength, Fiber geometry, Aspect ratio, Volume fraction, Experimental methods, Applications, Benefits

Abstract

This review paper examines the strength parameters of crimped steel fibers in concrete. The study investigates various types of crimped steel fibers available in the market and reviews studies on their tensile, compressive, and flexural strength properties. Factors influencing these strength parameters, such as fiber geometry, aspect ratio, and volume fraction, are discussed. Experimental methods for determining these parameters are described, along with challenges and limitations associated with these methods. Applications of crimped steel fibers in concrete construction are highlighted, emphasizing their benefits in terms of strength enhancement and durability improvement. The review concludes with a summary of common findings and trends observed in the literature.

Author Biography

  • Shrikant Khedkar, Prof. K. S. Patil , Prof. V. P. Bhusare and Prof. Y. R. Suryavanshi

     Shrikant Khedkar, PG Student (M.E Structural Engineering), Department of Civil Engineering, Imperial College of Engineering and Research, Wagholi, Pune-412207

    Prof. K. S. Patil and  Prof. V. P. Bhusare, Professor, Department of Civil Engineering, Imperial College of Engineering and Research, Wagholi, Pune-412207

    Prof. Y. R. Suryavanshi, Head of, Department of Civil Engineering, Imperial College of Engineering and Research, Wagholi, Pune-412207

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Published

30-05-2024

Issue

Section

Articles

How to Cite

A REVIEW OF STRENGTH PARAMETERS OF CRIMPED STEEL FIBERS IN CONCRETE: TYPES, PROPERTIES, AND APPLICATIONS. (2024). International Journal of Engineering Management Science, 102-107. https://ijems.online/index.php/ijems/article/view/163