Detail publikace

Role of Plain Concrete in Fracture Response of Steel Fibre Reinforced Concrete Specimens

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

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

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.

Klíčová slova

crack propagation; concrete; steel fibres; three-point bending test; work of fracture; double-K fracture model.

Autoři

HAVLÍKOVÁ, I.; FRANTÍK, P.; ŠIMONOVÁ, H.; VESELÝ, V.; ABDULRAHMAN, A.; SCHMID, P.; KERŠNER, Z.

Rok RIV

2015

Vydáno

1. 6. 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"
}