Figure 5. Influences of Quenching and Destructive Methods on Concrete Cubes Subjected Fire with Temperature Variation of 450 to 900°C for 7200 Seconds

From

Effects of Fire on the Strength of Reinforced Concrete Structural Members

Lateef O. Onundi, M. Ben Oumarou, Abba M. Alkali

American Journal of Civil Engineering and Architecture. 2019, 7(1), 1-12 doi:10.12691/ajcea-7-1-1