Detail publikace

Fracture process zone development and length assessment under the mixed-mode I/II load analysed by digital image correlation technique.

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

Originální název

Fracture process zone development and length assessment under the mixed-mode I/II load analysed by digital image correlation technique.

Typ

článek v časopise ve Web of Science, Jimp

Jazyk

angličtina

Originální abstrakt

In this paper, the fracture process zone (FPZ) of high-performance concrete (HPC) is investigated under mixed-mode I/II load conditions, and its formation is studied by applying digital image correlation (DIC). The experimental tests are performed on Brazilian disc specimens with central notch (BDCN). The traction-free crack and the FPZ extent ahead of the crack are localised. This is done by modification of the existing methodology for mode I cracks to account for various mixed-mode I/II loading conditions. Analytical and linear elastic fracture mechanics (LEFM) methods for the critical strain are used to find the FPZ extension. Lastly, this paper revisits the analytical formulas used in the prediction of mode I FPZ lengths. These formulas are adjusted to allow for the prediction of the FPZ length in the whole range of mixed-mode I/II load conditions. Experimental results show that the FPZ has a different size for various mixed-mode I/II load conditions.

Klíčová slova

HPC; FPZ; Mixed-mode I/II; DIC

Autoři

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

Vydáno

25. 7. 2023

Nakladatel

Elsevier

ISSN

0008-8846

Periodikum

Cement and Concrete Research

Ročník

173

Číslo

107261

Stát

Spojené království Velké Británie a Severního Irska

Strany od

1

Strany do

22

Strany počet

22

URL

BibTex

@article{BUT184258,
  author="Petr {Miarka} and Alejandro {Cruces} and Pablo {Lopéz-Crespo} and Wouter {De Corte}",
  title="Fracture process zone development and length assessment under the mixed-mode I/II load analysed by digital image correlation technique.",
  journal="Cement and Concrete Research",
  year="2023",
  volume="173",
  number="107261",
  pages="1--22",
  doi="10.1016/j.cemconres.2023.107261",
  issn="0008-8846",
  url="https://www.sciencedirect.com/science/article/pii/S0008884623001758?via%3Dihub"
}

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