Publication detail

Glass fibre reinforced cement based composite: fatigue and fracture parameters

SEITL, S. KERŠNER, Z. BÍLEK, V. KNÉSL, Z.

Original Title

Glass fibre reinforced cement based composite: fatigue and fracture parameters

Type

journal article - other

Language

English

Original Abstract

This paper introduces the basic fracture mechanics parameters of advanced building material - glass fibres reinforced cement based composite and its fracture and fatigue behaviour is investigated. To this aim three-point bend (3PB) specimens with starting notch were prepared and tested under static (l-d diagram) and cyclic loading (Paris law and Wöhler curve). To evaluate the results the finite element method was used for estimation of the corresponding values of stress intensity factor for the 3PB specimen used. The obtained results are compared with literature data.

Keywords

cement based composite, glass fibre, effective fracture toughness, Paris law, Wöhler curve

Authors

SEITL, S.; KERŠNER, Z.; BÍLEK, V.; KNÉSL, Z.

RIV year

2009

Released

15. 6. 2009

Location

Česká republika

ISBN

1802-680X

Periodical

Applied andComputational Mechanics

Year of study

3

Number

2

State

Czech Republic

Pages from

363

Pages to

374

Pages count

12

URL

https://www.kme.zcu.cz/acm/acm/article/view/58

Full text in the Digital Library

http://hdl.handle.net/11012/69354

BibTex

@article{BUT48749,
  author="Stanislav {Seitl} and Zbyněk {Keršner} and Vlastimil {Bílek} and Zdeněk {Knésl}",
  title="Glass fibre reinforced cement based composite: fatigue and fracture parameters",
  journal="Applied andComputational Mechanics",
  year="2009",
  volume="3",
  number="2",
  pages="363--374",
  issn="1802-680X",
  url="https://www.kme.zcu.cz/acm/acm/article/view/58"
}