To Testing of SFRC at Elevated Temperature

4th Application of Structural Fire Engineering (ASFE 2015): Proceedings of the International Conference in Dubrovnik 2015
Vadims Goremikins, Lukas Blesak, Josef Novak, Frantisek Wald

Addition of steel fibres improves properties of concrete. The lack of information considering tensile and post cracking behaviour of SFRC at elevated temperatures is an obstacle on the wide use of this composite material. This work presents an experimental study of steel fibre reinforced concrete subjected to high temperature. Compressive strength, split tensile strength and ultimate bending strength were evaluated. The specimens were heated by ceramic heaters and then repacked for testing.

Atslēgas vārdi
temperature distribution, elevated temperature, four-point bending test, compressive and tensile tests

Goremikins, V., Blesak, L., Novak, J., Wald, F. To Testing of SFRC at Elevated Temperature. No: 4th Application of Structural Fire Engineering (ASFE 2015): Proceedings of the International Conference in Dubrovnik, Horvātija, Dubrovnik, 15.-16. oktobris, 2015. Prague: Czech Technical University in Prague, 2015, 1.-10.lpp. ISBN 978-80-01-05204-4.

Publikācijas valoda
English (en)