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Experimental evaluation of bond behavior in controlled, binary and quaternary concretes developed using SCMs

Niragi Dave (Department of Civil Engineering, Pandit Deendayal Energy University, Gandhinagar, India)
Ramesh Guduru (Department of Mechanical Engineering, Pandit Deendayal Energy University, Gandhinagar, India)
Anil Kumar Misra (Department of Geology, School of Physical Sciences, Sikkim University, Gangtok, India)
Anil Kumar Sharma (Department of Civil Engineering, National Institute of Technology Patna, Patna, India)

Journal of Engineering, Design and Technology

ISSN: 1726-0531

Article publication date: 4 June 2021

61

Abstract

Purpose

The consumption of supplementary cementitious materials (SCMs) has increased enormously in the construction industry. These SCMs are often waste materials or industrial by-products. This study aims to investigate the bond strength using reinforcing bars in Normal Strength Concrete (M20 grade) and High Strength Concrete (M40 grade), developed using SCMs and data was compared with concrete prepared with ordinary portland cement (OPC). The findings of the study will help in reducing the dependency on OPC and promote the utilization of waste materials in Construction.

Design/methodology/approach

In the present study, the bond behavior between the steel bars and the concrete was investigated in controlled, binary and quaternary concretes of M20 and M40 grades. Following the conventional procedures, samples were prepared and mechanical tests conducted (as per IS:2770–1 code for M20 and M40 grade concrete structures), which showed an improvement in the bond strength depending on the extent of overall calcium and silica content in these composite mixtures, and thus reflected the importance of vigilant utilization of used industrial waste in the OPC as a replacement without exceeding silica content beyond certain percentages for enhanced structural properties.

Findings

Experimental evaluation of bond behavior results showed a brittle nature for the controlled (OPC) concrete mixtures. While binary and quaternary concrete was able to resist the load-carrying capacity under large deformations and prevented the split cracking and disintegration of the concretes. Among different variations in the chemistry, for both M20 and M40 grades, the maximum bond strengths were observed for 10% Metakaolin + 10% Silica Fume + 30% Fly Ash + 50% OPC composition and this could be attributed to the fineness of the additives, better packing and enhanced calcium silicate hydrate (C-S-H).

Originality/value

Quaternary concrete may be a future option in place of OPC concrete. Very limited data is available related to the bond strength of quaternary concrete. Experimental analysis on quaternary concrete shows that its use in construction can reduce both construction cost and a burden on natural raw materials used to make OPC.

Keywords

Acknowledgements

The authors acknowledge the experimental facility provided by PDEU.

Citation

Dave, N., Guduru, R., Misra, A.K. and Sharma, A.K. (2021), "Experimental evaluation of bond behavior in controlled, binary and quaternary concretes developed using SCMs", Journal of Engineering, Design and Technology, Vol. ahead-of-print No. ahead-of-print. https://doi.org/10.1108/JEDT-10-2020-0435

Publisher

:

Emerald Publishing Limited

Copyright © 2021, Emerald Publishing Limited

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