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Detail publikačního výsledku
SEITL, S.; MIARKA, P.
Originální název
Evaluation of mixed mode I/II fracture toughness of C 50/60 from Brazilian disc test
Anglický název
Druh
Článek WoS
Originální abstrakt
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.
Anglický abstrakt
Klíčová slova
Fracture Mechanics; Fracture Toughness; Centrally Cracked Brazilian disc; Mixed Mode I/II; Concrete.
Klíčová slova v angličtině
Autoři
Rok RIV
2018
Vydáno
01.10.2017
Nakladatel
Gruppo Italiano Frattura
Místo
Itálie
ISSN
1971-8993
Periodikum
Frattura ed Integrita Strutturale-Fracture and Structural Integrity
Svazek
42
Číslo
41
Stát
Italská republika
Strany od
119
Strany do
127
Strany počet
9
URL
http://www.gruppofrattura.it/pdf/rivista/numero42/numero_42_art_13.pdf
Plný text v Digitální knihovně
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-Fracture and Structural Integrity", year="2017", volume="42", number="41", pages="119--127", doi="10.3221/IGF-ESIS.42.13", url="http://www.gruppofrattura.it/pdf/rivista/numero42/numero_42_art_13.pdf" }
Dokumenty
numero_42_art_13