Publication detail

Mixed Mode I/II Fracture Resistance of Various Civil Engineering Materials by Selected Criteria

SEITL, S. ANDRADE LIZARRO, J. MIARKA, P.

Original Title

Mixed Mode I/II Fracture Resistance of Various Civil Engineering Materials by Selected Criteria

Type

conference paper

Language

English

Original Abstract

Materials like concrete are widely used for civil engineering constructions, due to some well-known benefits such as low cost, wide applicability, and general availability. The structural part is usually loaded in combined load referred as mixed mode (normal mode I and shear mode II). Generally, concrete, the quasi-brittle material, gets more brittle as its strength increases. The experiments already measured on civil engineering materials were analysed by the mixed-mode crack growth criteria based on the fracture toughness KIc (critical energy release rate GIc), it follows that different authors very extensively and variously use this concept. The criteria applied in the contribution are based on the parameters stress intensity factor K and energy release rate G. The value of Keff based on material fit and index of dispersion were discussed and compared for material with different compression strength.

Keywords

Concrete; mixed mode; stress intensity factor; resistance; fracture

Authors

SEITL, S.; ANDRADE LIZARRO, J.; MIARKA, P.

Released

20. 11. 2021

Publisher

Elsevier

Location

online

ISBN

2452-3216

Periodical

Procedia Structural Integrity

Year of study

33

Number

1

State

Republic of Italy

Pages from

312

Pages to

319

Pages count

8

URL

https://www.sciencedirect.com/science/article/pii/S2452321621001335

Full text in the Digital Library

http://hdl.handle.net/11012/203093

BibTex

@inproceedings{BUT175074,
  author="Stanislav {Seitl} and Julian Zubin {Andrade Lizarro} and Petr {Miarka}",
  title="Mixed Mode I/II Fracture Resistance of Various Civil Engineering Materials by Selected Criteria",
  booktitle="Procedia Structural Integrity",
  year="2021",
  journal="Procedia Structural Integrity",
  volume="33",
  number="1",
  pages="312--319",
  publisher="Elsevier",
  address="online",
  doi="10.1016/j.prostr.2021.10.038",
  issn="2452-3216",
  url="https://www.sciencedirect.com/science/article/pii/S2452321621001335"
}