Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Miscellanea Vol. 11, No. 42 (2017)

Evaluation of mixed mode I/II fracture toughness of C 50/60 from Brazilian disc test

Author and affiliation details
  • Stanislav Seitl Corresponding author Brno University of Technology, Faculty of Civil Engineering, Institute of Structural Mechanics, Veveří 331/95, 602 00 Brno, Czech Republic ORCID iD0000-0002-4953-4324 Seitl.s@fce.vutbr.cz
  • Petr Miarka Brno University of Technology, Faculty of Civil Engineering, Institute of Structural Mechanics, Veveří 331/95, 602 00 Brno, Czech Republic
DOI
10.3221/IGF-ESIS.42.13
Pages
Pages 119-127
Published
Licence
CC BY 4.0
Published inVol. 11, No. 42 (2017)Go to the issue

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

How to cite

APA

Seitl, S., & Miarka, P. (2017). Evaluation of mixed mode I/II fracture toughness of C 50/60 from Brazilian disc test. Fracture and Structural Integrity, 11(42), Pages 119–127. https://doi.org/10.3221/IGF-ESIS.42.13

IEEE

S. Seitl and P. Miarka, “Evaluation of mixed mode I/II fracture toughness of C 50/60 from Brazilian disc test,” Fracture and Structural Integrity, vol. 11, no. 42, pp. Pages 119–127, 2017, doi: 10.3221/IGF-ESIS.42.13.

MLA

Seitl, Stanislav, and Petr Miarka. “Evaluation of mixed mode I/II fracture toughness of C 50/60 from Brazilian disc test.” Fracture and Structural Integrity, vol. 11, no. 42, 2017, pp. Pages 119–127. https://doi.org/10.3221/IGF-ESIS.42.13.

Chicago

Seitl, Stanislav, and Petr Miarka. 2017. “Evaluation of mixed mode I/II fracture toughness of C 50/60 from Brazilian disc test.” Fracture and Structural Integrity 11 (42): Pages 119–127. https://doi.org/10.3221/IGF-ESIS.42.13.

Harvard

Seitl, S. and Miarka, P. (2017) ‘Evaluation of mixed mode I/II fracture toughness of C 50/60 from Brazilian disc test’, Fracture and Structural Integrity, 11(42), pp. Pages 119–127. doi: 10.3221/IGF-ESIS.42.13.

Vancouver

Seitl S, Miarka P. Evaluation of mixed mode I/II fracture toughness of C 50/60 from Brazilian disc test. Fracture and Structural Integrity. 2017;11(42):Pages 119-127. doi:10.3221/IGF-ESIS.42.13

BibTeX

@article{seitl2017, author = {Seitl, Stanislav and Miarka, Petr}, title = {Evaluation of mixed mode I/II fracture toughness of C 50/60 from Brazilian disc test}, journal = {Fracture and Structural Integrity}, year = {2017}, volume = {11}, number = {42}, pages = {Pages 119--127}, doi = {10.3221/IGF-ESIS.42.13}, url = {https://doi.org/10.3221/IGF-ESIS.42.13}, issn = {1971-8993} }

RIS

TY - JOUR AU - Seitl, Stanislav AU - Miarka, Petr TI - Evaluation of mixed mode I/II fracture toughness of C 50/60 from Brazilian disc test JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2017 DA - 2017/09/29 VL - 11 IS - 42 SP - Pages 119 EP - 127 DO - 10.3221/IGF-ESIS.42.13 UR - https://doi.org/10.3221/IGF-ESIS.42.13 SN - 1971-8993 ER -

Licence

Creative Commons Attribution 4.0 International

May be shared and adapted, provided appropriate credit is given. Copyright © 2017 Fracture and Structural Integrity.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

Open Access Statement

Fracture and Structural Integrity (F&SI) is an open-access journal which means that all content is freely available without charge to the user or his/her institution. Users are allowed to read, download, copy, distribute, print, search, or link to the full texts of the articles in this journal without asking prior permission from the publisher or the author. This is in accordance with the DOAI definition of open access.

F&SI operates under the Creative Commons Licence Attribution 4.0 International (CC-BY 4.0). This allows to copy and redistribute the material in any medium or format, to remix, transform and build upon the material for any purpose, even commercially, but giving appropriate credit, providing a link to the license, and indicating if changes were made.

Similar articles

Most read articles by the same author(s)

1 2 > >>