Detail publikace

Evaluation of fracture response of Silesian granite specimens via Effective Crack Model Approach and finite element analysis

MALÍKOVÁ, L. VAVRO, L. VAVRO, M. KERŠNER, Z.

Originální název

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

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.

Klíčová slova

Granite; Fracture test; Chevron notch; Load-displacement diagram; Effective crack model

Autoři

MALÍKOVÁ, L.; VAVRO, L.; VAVRO, M.; KERŠNER, Z.

Vydáno

19. 2. 2020

Nakladatel

Elsevier

Místo

Brno, Česká republika

ISSN

2452-3216

Periodikum

Procedia Structural Integrity

Ročník

Číslo

Stát

Italská republika

Strany od

487

Strany do

492

Strany počet

URL

https://www.sciencedirect.com/science/article/pii/S2452321620301992

Plný text v Digitální knihovně

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",
  issn="2452-3216",
  url="https://www.sciencedirect.com/science/article/pii/S2452321620301992"
}