Stress–strain behaviour of (hpfrc) high-performance fibre reinforced concrete: An experimental study

Abstract

Whether it's concrete technology, design approaches, or the creation of novel materials, there's always a time delay between laboratory innovations and their practical implementations in the construction sector. However, practical application of steel fibre reinforced concrete is much ahead in the field of research and development. The purpose of this research was to examine the flexural behaviour of high-performance fibre reinforced concrete (HPFRC) in particular. HPFRC mix has been designed to obtain a concrete grade of M60. The modified IS technique is used to create the mix design. Dosage of superplasticizer was adjusted for each mix with incremental fibre content. Steel fibre used in the study comprised of crimpled fibre having 0.4 mm diameter and aspect ratio of 69.09. The hooked end fibre bearing 0.62 mm and aspect ratio of 69.09 is also used. The volume of the fraction of steel fibre namely 0.25 %, 0.5 %, 0.75 %, 1 %, 1.25 % and 1.5 % used in this experimental investigation. Results indicate that introduction of steel fibre significantly improved not only the crack behaviour but also increased the flexural strength significantly. Addition of steel fibre to HPFRC imparted significant increase in Young’s Modulus. Strength studies were conducted by means of Young’s Modulus for 28 days respectively for M 60 concrete. The goal of this study is to determine the role of fibres in post-cracking and fracture behaviour of concrete, as well as the stress–strain behaviour of cracked concrete specimen.