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