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HAVLÍKOVÁ, I.; FRANTÍK, P.; ŠIMONOVÁ, H.; VESELÝ, V.; ABDULRAHMAN, A.; SCHMID, P.; KERŠNER, Z.
Original Title
Role of Plain Concrete in Fracture Response of Steel Fibre Reinforced Concrete Specimens
English Title
Type
Paper in proceedings (conference paper)
Original Abstract
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.
English abstract
Keywords
crack propagation; concrete; steel fibres; three-point bending test; work of fracture; double-K fracture model.
Key words in English
Authors
RIV year
2016
Released
01.06.2015
Publisher
CTU in Prague, Faculty of Civil Engineering, Department of Mechanics
Location
Prague
ISBN
978-80-01-05735-3
Book
Book of Papers of the 53rd Conference on Experimental Stress Analysis 2015
Pages from
113
Pages to
118
Pages count
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" }