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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.
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
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.
Klíčová slova
Crack propagation, concrete, steel fibres, three-point bending test, work-of-fracture method, double-K fracture model.
Autoři
HAVLÍKOVÁ, I.; FRANTÍK, P.; SCHMID, P.; ŠIMONOVÁ, H.; VESELÝ, V.; ABDULRAHMAN, A.; KERŠNER, Z.
Vydáno
20. 2. 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" }