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Detail publikačního výsledku
HAVLÍKOVÁ, I.; FRANTÍK, P.; SCHMID, P.; ŠIMONOVÁ, H.; VESELÝ, V.; ABDULRAHMAN, A.; KERŠNER, Z.
Originální název
Components of Fracture Response of Steel Fibre Reinforced Concrete Specimens.
Anglický název
Druh
Stať ve sborníku v databázi WoS či Scopus
Originální abstrakt
Records of fracture tests on steel fibre reinforced concrete notched specimens in a threepoint bending configuration are evaluated in detail and selected results are discussed 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 method, double-K fracture model.
Klíčová slova v angličtině
Autoři
Rok RIV
2017
Vydáno
20.02.2016
Nakladatel
Trans Tech Publications
Místo
Switzerland
ISBN
978-3-03835-531-1
Kniha
Applied Mechanics and Materials: Applied Methods of the Analysis of Static and Dynamic Loads of Structures and Machines II
ISSN
1660-9336
Periodikum
Applied Mechanics and Materials
Stát
Švýcarská konfederace
Strany od
287
Strany do
291
Strany počet
4
BibTex
@inproceedings{BUT119146, author="Ivana {Havlíková} and Petr {Frantík} and Pavel {Schmid} and Hana {Šimonová} and Václav {Veselý} and Alaa {Abdulrahman} and Zbyněk {Keršner}", title="Components of Fracture Response of Steel Fibre Reinforced Concrete Specimens.", booktitle="Applied Mechanics and Materials: Applied Methods of the Analysis of Static and Dynamic Loads of Structures and Machines II", year="2016", journal="Applied Mechanics and Materials", pages="287--291", publisher="Trans Tech Publications", address="Switzerland", isbn="978-3-03835-531-1", issn="1660-9336" }