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SEITL, S.; KERŠNER, Z.; BÍLEK, V.; KNÉSL, Z.
Original Title
Glass fibre reinforced cement based composite: fatigue and fracture parameters
English Title
Type
Peer-reviewed article not indexed in WoS or Scopus
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.
English abstract
Keywords
cement based composite, glass fibre, effective fracture toughness, Paris law, Wöhler curve
Key words in English
Authors
RIV year
2010
Released
15.06.2009
Location
Česká republika
ISBN
1802-680X
Periodical
Applied andComputational Mechanics
Volume
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" }
Documents
58-574-2-PB