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Detail publikačního výsledku
HAVLÍKOVÁ, I.; FRANTÍK, P.; ŠIMONOVÁ, H.; VESELÝ, V.; ABDULRAHMAN, A.; SCHMID, P.; KERŠNER, Z.
Originální název
Role of Plain Concrete in Fracture Response of Steel Fibre Reinforced Concrete Specimens
Anglický název
Druh
Stať ve sborníku v databázi WoS či Scopus
Originální abstrakt
Load vs. crack opening displacement diagrams of fracture tests on steel fibre reinforced concrete notched specimens in a three-point bending configuration are evaluated in detail and selected results are introduced in the paper. The values of fracture parameters are determined using work of fracture method and double-K fracture model. Primarily, the role of plain concrete as a matrix in steel fibre reinforced concrete specimens is studied with regard to the recorded fracture response.
Anglický abstrakt
Klíčová slova
crack propagation; concrete; steel fibres; three-point bending test; work of fracture; double-K fracture model.
Klíčová slova v angličtině
Autoři
Rok RIV
2016
Vydáno
01.06.2015
Nakladatel
CTU in Prague, Faculty of Civil Engineering, Department of Mechanics
Místo
Prague
ISBN
978-80-01-05735-3
Kniha
Book of Papers of the 53rd Conference on Experimental Stress Analysis 2015
Strany od
113
Strany do
118
Strany počet
6
BibTex
@inproceedings{BUT114723, author="Ivana {Havlíková} and Petr {Frantík} and Hana {Šimonová} and Václav {Veselý} and Alaa {Abdulrahman} and Pavel {Schmid} and Zbyněk {Keršner}", title="Role of Plain Concrete in Fracture Response of Steel Fibre Reinforced Concrete Specimens", booktitle="Book of Papers of the 53rd Conference on Experimental Stress Analysis 2015", year="2015", pages="113--118", publisher="CTU in Prague, Faculty of Civil Engineering, Department of Mechanics", address="Prague", isbn="978-80-01-05735-3" }