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Evaluation of fire performance of lightweight concrete wall panels using finite element analysis

Irindu Upasiri (University of Sri Jayewardenepura, Nugegoda, Sri Lanka)
Chaminda Konthesingha (University of Sri Jayewardenepura, Nugegoda, Sri Lanka)
Anura Nanayakkara (Department of Civil Engineering, University of Moratuwa, Sri Lanka)
Keerthan Poologanathan (Department of Mechanical and Construction Engineering, Northumbria University – City Campus, Newcastle upon Tyne, UK)
Brabha Nagaratnam (Department of Mechanical and Construction Engineering, Northumbria University – City Campus, Newcastle upon Tyne, UK)
Gatheeshgar Perampalam (Department of Mechanical and Construction Engineering, Northumbria University – City Campus, Newcastle upon Tyne, UK)

Journal of Structural Fire Engineering

ISSN: 2040-2317

Article publication date: 14 July 2021

Issue publication date: 17 August 2021

218

Abstract

Purpose

In this study, the insulation fire ratings of lightweight foamed concrete, autoclaved aerated concrete and lightweight aggregate concrete were investigated using finite element modelling.

Design/methodology/approach

Lightweight aggregate concrete containing various aggregate types, i.e. expanded slag, pumice, expanded clay and expanded shale were studied under standard fire and hydro–carbon fire situations using validated finite element models. Results were used to derive empirical equations for determining the insulation fire ratings of lightweight concrete wall panels.

Findings

It was observed that autoclaved aerated concrete and foamed lightweight concrete have better insulation fire ratings compared with lightweight aggregate concrete. Depending on the insulation fire rating requirement of 15%–30% of material saving could be achieved when lightweight aggregate concrete wall panels are replaced with the autoclaved aerated or foamed concrete wall panels. Lightweight aggregate concrete fire performance depends on the type of lightweight aggregate. Lightweight concrete with pumice aggregate showed better fire performance among the normal lightweight aggregate concretes. Material saving of 9%–14% could be obtained when pumice aggregate is used as the lightweight aggregate material. Hydrocarbon fire has shown aggressive effect during the first two hours of fire exposure; hence, wall panels with lesser thickness were adversely affected.

Originality/value

Finding of this study could be used to determine the optimum lightweight concrete wall type and the optimum thickness requirement of the wall panels for a required application.

Keywords

Acknowledgements

The authors would like to acknowledge the University of Sri Jayewardenepura, Northumbria University and the University of Moratuwa for the financial support and research facilities.

Citation

Upasiri, I., Konthesingha, C., Nanayakkara, A., Poologanathan, K., Nagaratnam, B. and Perampalam, G. (2021), "Evaluation of fire performance of lightweight concrete wall panels using finite element analysis", Journal of Structural Fire Engineering, Vol. 12 No. 3, pp. 328-362. https://doi.org/10.1108/JSFE-10-2020-0030

Publisher

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Emerald Publishing Limited

Copyright © 2021, Emerald Publishing Limited

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