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Strength and microstructure characteristics of concrete with different grade exposed to standard fire

Daniel Paul Thanaraj (Department of Civil Engineering, Karunya University, Coimbatore, India)
Anand N. (Department of Civil Engineering, Karunya University, Coimbatore, India)
Prince Arulraj (Department of Civil Engineering, Karunya University, Coimbatore, India)

Journal of Structural Fire Engineering

ISSN: 2040-2317

Article publication date: 20 February 2020

Issue publication date: 20 August 2020

160

Abstract

Purpose

The purpose of this study is to investigate the effect of standard fire on the strength and microstructure properties of concrete with different strength grades.

Design/methodology/approach

Different strength grades of concrete used for the investigation are M20, M30, M40 and M50. An electrical bogie hearth furnace was developed to simulate the International Standards Organization 834 standard fire curve.Concrete samples were subjected to high temperatures of 925, 1,029, 1,090 and 1,133°C for the duration of 1, 2, 3 and 4 h, respectively, as per standard fire curve. Compressive strength, tensile strength, thermal crack pattern and spalling of heated concrete specimens were evaluated by experimental investigation. Scanning electron microscopy and thermo-gravimetric analysis were performed to investigate the microstructure properties of heated concrete specimens.

Findings

Test results indicated reduction in the strength and changes in the microstructure properties of concrete exposed to elevated temperature. The degree of weight and the strength loss were found to be higher for concrete with higher grades. An empirical relation is proposed to determine the residual strength of concrete with different strength grade using regression analysis.

Social implications

Results of this research will be useful for the design engineers to understand the behavior of concrete exposed to elevated temperature as per standard fire.

Originality/value

When concrete is exposed to elevated temperature, its internal microstructure changes, thereby strength and durability of concrete deteriorates. The performance of concrete with different strength grade exposed to standard fire is well understood. This research’s findings will be useful for the designers to understand more about fire resistance of concrete. A simple relationship is proposed to determine the residual strength of concrete exposed to various durations of heating.

Keywords

Acknowledgements

The authors wish to acknowledge the Science and Engineering Research Board, Department of Science and Technology of the Indian Government for the financial support (YSS/2015/001196/ES) provided for carrying out this research.

Citation

Thanaraj, D.P., N., A. and Arulraj, P. (2020), "Strength and microstructure characteristics of concrete with different grade exposed to standard fire", Journal of Structural Fire Engineering, Vol. 11 No. 3, pp. 261-287. https://doi.org/10.1108/JSFE-09-2018-0021

Publisher

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Emerald Publishing Limited

Copyright © 2020, Emerald Publishing Limited

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