To read this content please select one of the options below:

Post-fire investigation on the mechanical properties and physical characteristics of fibre-reinforced geopolymer concrete

Vijaya Prasad Burle (Department of Civil Engineering, Karunya Institute of Technology and Sciences, Coimbatore, India)
Tattukolla Kiran (Department of Civil Engineering, Karunya Institute of Technology and Sciences, Coimbatore, India)
N. Anand (Department of Civil Engineering, Karunya Institute of Technology and Sciences, Coimbatore, India)
Diana Andrushia (Department of ECE, Karunya Institute of Technology and Sciences, Coimbatore, India)
Khalifa Al-Jabri (Department of Civil and Architectural Engineering, Sultan Qaboos University, Muscat, Oman)

Journal of Structural Fire Engineering

ISSN: 2040-2317

Article publication date: 24 May 2023

Issue publication date: 13 February 2024

113

Abstract

Purpose

The construction industries at present are focusing on designing sustainable concrete with less carbon footprint. Considering this aspect, a Fibre-Reinforced Geopolymer Concrete (FGC) was developed with 8 and 10 molarities (M). At elevated temperatures, concrete experiences deterioration of its mechanical properties which is in some cases associated with spalling, leading to the building collapse.

Design/methodology/approach

In this study, six geopolymer-based mix proportions are prepared with crimped steel fibre (SF), polypropylene fibre (PF), basalt fibre (BF), a hybrid mixture consisting of (SF + PF), a hybrid mixture with (SF + BF), and a reference specimen (without fibres). After temperature exposure, ultrasonic pulse velocity, physical characteristics of damaged concrete, loss of compressive strength (CS), split tensile strength (TS), and flexural strength (FS) of concrete are assessed. A polynomial relationship is developed between residual strength properties of concrete, and it showed a good agreement.

Findings

The test results concluded that concrete with BF showed a lower loss in CS after 925 °C (i.e. 60 min of heating) temperature exposure. In the case of TS, and FS, the concrete with SF had lesser loss in strength. After 986 °C and 1029 °C exposure, concrete with the hybrid combination (SF + BF) showed lower strength deterioration in CS, TS, and FS as compared to concrete with PF and SF + PF. The rate of reduction in strength is similar to that of GC-BF in CS, GC-SF in TS and FS.

Originality/value

Performance evaluation under fire exposure is necessary for FGC. In this study, we provided the mechanical behaviour and physical properties of SF, PF, and BF-based geopolymer concrete exposed to high temperatures, which were evaluated according to ISO standards. In addition, micro-structural behaviour and linear polynomials are observed.

Keywords

Citation

Prasad Burle, V., Kiran, T., Anand, N., Andrushia, D. and Al-Jabri, K. (2024), "Post-fire investigation on the mechanical properties and physical characteristics of fibre-reinforced geopolymer concrete", Journal of Structural Fire Engineering, Vol. 15 No. 1, pp. 147-174. https://doi.org/10.1108/JSFE-01-2023-0016

Publisher

:

Emerald Publishing Limited

Copyright © 2023, Emerald Publishing Limited

Related articles