Outcomes of a major research on fire resistance of concrete columns

By F. Ali, A. Nadjai, G. Silcock, A. Abu-Tair. 2004

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Behaviour of concrete structures in fire (2007, background): “The per for mance of con crete in fire de pends both on the de tails of its com po si - tion and its type, i. e. nor mal-strength, high-per for mance (HPC) or ul tra-high-per for - mance (UHPC); the main fo cus of this re view is the for mer two cat e go ries, though the lat - ter will also be men…”
On the Mechanism of Polypropylene Fibres in Preventing Fire Spalling in Self-Compacting and High-performance Cement Paste (2008, unknown): “From the literature, most experiments on the spalling behaviour of concrete focused on structural elements, such as beams or columns [1–5].”
Effect of Elevated Temperature on Mechanical Properties of Limestone, Quartzite and Granite Concrete (2016, background): “The failure at elevated temperatures is mainly due to formation of cracks parallel to the heat surface, changes in the chemistry, and an increase in pore pressure as a results of evaporation of water (Gluekler 1979; Ali et al. 2004; Peng and Huang 2008).”