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Fracture properties of GGBS-dolomite geopolymer concrete

Saranya P. (Department of Civil Engineering, National Institute of Technology Calicut, Calicut, India)
Praveen Nagarajan (Department of Civil Engineering, National Institute of Technology Calicut, Calicut, India)
A.P. Shashikala (Department of Civil Engineering, National Institute of Technology Calicut, Calicut, India)

Journal of Engineering, Design and Technology

ISSN: 1726-0531

Article publication date: 21 December 2021

Issue publication date: 9 January 2024

180

Abstract

Purpose

This study aims to predict the fracture properties of geopolymer concrete, which is necessary for studying failure behaviour of concrete.

Design/methodology/approach

Geopolymers are new alternative binders for cement in which polymerization gives strength to concrete rather than through hydration. Geopolymer concrete was developed from industrial byproducts such as GGBS and dolomite. Present study estimates the fracture energy of GGBS geopolymer concrete using three point bending test (RILEM TC50-FMC) with different percentages of dolomite and compare with cement concrete having same strength.

Findings

The fracture properties such as peak load, critical stress intensity factor, fracture energy and characteristic length are found to be higher for GGBS-dolomite geopolymer concrete, when their proportion becomes 70:30.

Originality/value

To the best of the authors’ knowledge, this is an original experimental work.

Keywords

Acknowledgements

Conflict of Interest: The authors declare that they have no conflict of interest.

Ethical approval: This article does not contain any studies with human participants or animals performed by any of the authors.

Funding: This study was funded by Kerala State Council for Science, Technology and Environment [TDAP/01/2017/KSCSTE], Kerala, India.

Citation

P., S., Nagarajan, P. and Shashikala, A.P. (2024), "Fracture properties of GGBS-dolomite geopolymer concrete", Journal of Engineering, Design and Technology, Vol. 22 No. 1, pp. 120-129. https://doi.org/10.1108/JEDT-10-2021-0520

Publisher

:

Emerald Publishing Limited

Copyright © 2020, Emerald Publishing Limited

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