Article: Concrete cover effect on reinforced concrete bars exposed to high temperatures.

Abstract

The mechanical properties of structural reinforcement steel have been investigated after the exposure to high temperatures. Plain steel, reinforcing steel bars embedded into mortar and plain mortar specimens were prepared and exposed to 20, 100, 200, 300, 500, 800 and 950[degrees]C temperature for 3 h individually. The $420 deformed steel bars with diameters of [empty set]10, [empty set]16 and [empty set] 20 were used. The mortar was prepared with CEM 1 42.5 N cement and fly ash. The tension tests on reinforcements taken from cooled specimens were performed, and the variations in yield strength, ultimate strength and in resilience of three different ...

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