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SEITL, S. KLUSÁK, J. KERŠNER, Z. KNÉSL, Z.
Original Title
Evaluation of notch geometry effect on behaviour of fracture toughness testing specimen
English Title
Type
conference paper
Language
Czech
Original Abstract
The basic fracture properties of cement-based composite are ascertained on the basic of test evaluations of the specimens in suitable test configurations. Three-point bending specimens with a central starting notch are the most frequently used specimens for laboratory testing. Through models of elastic cracks the critical crack length and effective fracture toughness (or toughness) can be calculated. The influence of the geometry of the starting notch in a three-point bend specimen on the resulting values of critical applied force and fracture toughness is studied in this paper. To this end, a crack initiation at the notch tip is numerically simulated. It is shown that the values of fracture toughness obtained for specimens with larger widths of starting notch can be overestimated.
English abstract
Keywords
Lomová houževnatost, stavební kompozity, metoda konečných prvků, numerická simulace
Key words in English
geometry effect, fracture toughness, cement-based, three-point bending, fracture toughness, numerically simulated
Authors
SEITL, S.; KLUSÁK, J.; KERŠNER, Z.; KNÉSL, Z.
RIV year
2007
Released
14. 5. 2007
Location
Svratka, Česká republika
ISBN
978-80-87012-06-2
Book
Engineering mechanics 2007
Pages from
243
Pages to
244
Pages count
2
BibTex
@inproceedings{BUT23207, author="Stanislav {Seitl} and Jan {Klusák} and Zbyněk {Keršner} and Zdeněk {Knésl}", title="Evaluation of notch geometry effect on behaviour of fracture toughness testing specimen", booktitle="Engineering mechanics 2007", year="2007", pages="243--244", address="Svratka, Česká republika", isbn="978-80-87012-06-2" }