Detail publikace

Glass fibre reinforced cement based composite: fatigue and fracture parameters

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

Originální název

Glass fibre reinforced cement based composite: fatigue and fracture parameters

Typ

článek v časopise - ostatní, Jost

Jazyk

angličtina

Originální abstrakt

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.

Klíčová slova

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

Autoři

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

Rok RIV

2009

Vydáno

15. 6. 2009

Místo

Česká republika

ISSN

1802-680X

Periodikum

Applied andComputational Mechanics

Ročník

3

Číslo

2

Stát

Česká republika

Strany od

363

Strany do

374

Strany počet

12

URL

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

Plný text v Digitální knihovně

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"
}