Publication detail

On the localisation of the FPZ under a pure mode II load identified by a hybrid method

MIARKA, P. CRUCES, A. LOPÉZ-CRESPO, P. DE CORTE, W.

Original Title

On the localisation of the FPZ under a pure mode II load identified by a hybrid method

Type

journal article in Web of Science

Language

English

Original Abstract

In this paper, the fracture process zone (FPZ) of a high-performance concrete (HPC) is studied. The analysis is done under a pure mode II load, making use of a digital image correlation (DIC) technique. The experimental test was performed on Brazilian disc with central notch (BDCN) specimens with a relative notch ratio a/R of 0.267. The main focus of this experimental study was the traction-free crack ahead of the notch tip, together with the FPZ extent ahead of the crack. This is done by adjusting the current method for mode I crack localisation to pure mode II cracks. Additionally, a traditional analytical formulation to predict FPZ length was substituted with the fracture toughness for mode II to cover mode II load cases. To verify the adjustments to the mode I crack identification, crack tip opening (CTOD) and crack tip sliding (CTSD) displacements were measured by DIC, which showed a mode II dominance in the crack tip displacement components.

Keywords

Concrete; FPZ; Mode II; DIC

Authors

MIARKA, P.; CRUCES, A.; LOPÉZ-CRESPO, P.; DE CORTE, W.

Released

17. 2. 2023

Publisher

Elsevier

Location

Online

ISBN

0013-7944

Periodical

Engineering Fracture Mechanics

Year of study

279

Number

1

State

United Kingdom of Great Britain and Northern Ireland

Pages from

1

Pages to

16

Pages count

16

URL

BibTex

@article{BUT182725,
  author="Petr {Miarka} and Alejandro {Cruces} and Pablo {Lopéz-Crespo} and Wouter {De Corte}",
  title="On the localisation of the FPZ under a pure mode II load identified by a hybrid method",
  journal="Engineering Fracture Mechanics",
  year="2023",
  volume="279",
  number="1",
  pages="1--16",
  doi="10.1016/j.engfracmech.2022.109019",
  issn="0013-7944",
  url="https://www.sciencedirect.com/science/article/pii/S0013794422007421"
}

Responsibility: Ing. Marek Strakoš