Detail publikace

Components of Fracture Response of Steel Fibre Reinforced Concrete Specimens.

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"
}