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Publication detail
SEITL, S. MIARKA, P.
Original Title
Evaluation of mixed mode I/II fracture toughness of C 50/60 from Brazilian disc test
Type
journal article in Web of Science
Language
English
Original Abstract
Durability and sustainability of structures made from concrete like materials is getting more into an interest of civil engineers. Structures are subjected not only to uniaxial load, this means if there is a crack inside the load could be divided into mode I and shear mode II, but also to a mixed mode I/II. Therefore, it is necessary to perform test, which covers mixed mode loads and could be used for specimen made from concrete core-drill. Recommended test specimens used for evaluation of fracture mechanical parameters has usually a prismatic or rectangular shape. The cost of reshaping cylinder into rectangular is expensive and not very efficient, therefore it is very effective to use Brazilian disc test specimen with central notch to obtain mixed mode fracture parameters. The contribution deals with numerical support for Brazilian disc test to obtain calibration curves for mode I and mode II, evaluation of experimental results and compare them with data adapted from literature.
Keywords
Fracture Mechanics; Fracture Toughness; Centrally Cracked Brazilian disc; Mixed Mode I/II; Concrete.
Authors
SEITL, S.; MIARKA, P.
Released
1. 10. 2017
Publisher
Gruppo Italiano Frattura
Location
Itálie
ISBN
1971-8993
Periodical
Frattura ed Integrita Strutturale
Year of study
42
Number
41
State
Republic of Italy
Pages from
119
Pages to
127
Pages count
9
URL
http://www.gruppofrattura.it/pdf/rivista/numero42/numero_42_art_13.pdf
Full text in the Digital Library
http://hdl.handle.net/11012/70121
BibTex
@article{BUT139578, author="Stanislav {Seitl} and Petr {Miarka}", title="Evaluation of mixed mode I/II fracture toughness of C 50/60 from Brazilian disc test", journal="Frattura ed Integrita Strutturale", year="2017", volume="42", number="41", pages="119--127", doi="10.3221/IGF-ESIS.42.13", issn="1971-8993", url="http://www.gruppofrattura.it/pdf/rivista/numero42/numero_42_art_13.pdf" }