To Testing of Steel Fibre Reinforced Concrete at Elevated Temperature

Applications of Structural Fire Engineering: Proceedings of the International Conference in Dubrovnik 2017
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.
DOI
10.14311/asfe.2015.055
Hipersaite
https://ojs.cvut.cz/ojs/index.php/asfe/article/view/3359

Goremikins, V., Blesak, L., Novak, J., Wald, F. To Testing of Steel Fibre Reinforced Concrete at Elevated Temperature. No: Applications of Structural Fire Engineering: Proceedings of the International Conference in Dubrovnik, Horvātija, Dubrovnik, 15.-16. oktobris, 2015. Prague: Czech Technical University, 2017, 1.-6.lpp. ISBN 978-800106194-7. ISSN 2336-7318. Pieejams: doi:10.14311/asfe.2015.055

Publikācijas valoda
English (en)