Detail publikace
Crack propagation in a brittle DCB specimen assessed by means of the Williams’ power expansion
MALÍKOVÁ, L. RAVAZI, S. BERTO, F.
Originální název
Crack propagation in a brittle DCB specimen assessed by means of the Williams’ power expansion
Typ
článek v časopise ve Scopus, Jsc
Jazyk
angličtina
Originální abstrakt
A double cantilever beam geometry has been chosen in order to investigate the importance of the higher-order terms of the Williams’ power expansion for the crack path estimation. The crack propagation has been tested experimentally on a brittle polymethylmethacrylate (PMMA) specimen and although the mode I loading conditions were applied, the crack kinked from its original plane immediately and propagated towards the bottom side of the specimen. It has been shown that this phenomenon is connected to the magnitude and sign of the T-stress and to the level of the constraint generally. In this work, the influence of the third and higher terms of the Williams’ series on the crack propagation is investigated. The generalized form of the well-known maximum tangential stress fracture criterion for determination of the crack propagation angle has been tested and discussed. The observed differences in the crack trajectory of different specimens have been found to be related to the magnitude of the higher-order terms of the stress tensor components at the crack tip.
Klíčová slova
Crack deflection; DCB specimen; Generalized MTS criterion; Geometry effect; Williams’ power expansion
Autoři
MALÍKOVÁ, L.; RAVAZI, S.; BERTO, F.
Vydáno
1. 4. 2019
Nakladatel
Gruppo Italiano Frattura
Místo
Verona, Itálie
ISSN
1971-8993
Periodikum
Frattura ed Integrita Strutturale
Ročník
13
Číslo
48
Stát
Italská republika
Strany od
34
Strany do
41
Strany počet
8
URL
Plný text v Digitální knihovně
BibTex
@article{BUT156404,
author="Lucie {Malíková} and Seyed Mohammad Javad {Ravazi} and Filippo {Berto}",
title="Crack propagation in a brittle DCB specimen assessed by means of the Williams’ power expansion",
journal="Frattura ed Integrita Strutturale",
year="2019",
volume="13",
number="48",
pages="34--41",
doi="10.3221/IGF-ESIS.48.05",
issn="1971-8993",
url="https://www.fracturae.com/index.php/fis/article/view/2292/2350"
}