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MALÍKOVÁ, L.; VAVRO, L.; VAVRO, M.; KERŠNER, Z.
Original Title
Evaluation of fracture response of Silesian granite specimens via Effective Crack Model Approach and finite element analysis
English Title
Type
Paper in proceedings (conference paper)
Original Abstract
The paper is focused on the advanced evaluation of fracture tests of selected rock specimens. Assessment of fracture response of chevron notch cylindrical specimens of Silesian granite subjected to three-point bending test was performed. The effective crack model is used and academic software chevroncylinder (author Petr Frantík) based on the finite element method is applied for the analyses. Based on the described procedures, estimation of maximum values of the effective fracture toughness are established and discussed.
English abstract
Keywords
Granite; Fracture test; Chevron notch; Load-displacement diagram; Effective crack model
Key words in English
Authors
RIV year
2021
Released
19.02.2020
Publisher
Elsevier
Location
Brno, Česká republika
Book
9th International Conference on Materials STructure and Micromechanics of Fracture
ISBN
2452-3216
Periodical
Procedia Structural Integrity
Volume
23
Number
1
State
Kingdom of the Netherlands
Pages from
487
Pages to
492
Pages count
6
URL
https://www.sciencedirect.com/science/article/pii/S2452321620301992
Full text in the Digital Library
http://hdl.handle.net/11012/193492
BibTex
@inproceedings{BUT162375, author="Lucie {Malíková} and Leona {Vavro} and Martin {Vavro} and Zbyněk {Keršner}", title="Evaluation of fracture response of Silesian granite specimens via Effective Crack Model Approach and finite element analysis", booktitle="9th International Conference on Materials STructure and Micromechanics of Fracture", year="2020", journal="Procedia Structural Integrity", volume="23", number="1", pages="487--492", publisher="Elsevier", address="Brno, Česká republika", doi="10.1016/j.prostr.2020.01.133", url="https://www.sciencedirect.com/science/article/pii/S2452321620301992" }
Documents
1-s2.0-S2452321620301992-main