Detail publikace
On the connection between mode II and mode III effective thresholds in metals
VOJTEK, T. ŽÁK, S. POKLUDA, J.
Originální název
On the connection between mode II and mode III effective thresholds in metals
Typ
článek v časopise ve Web of Science, Jimp
Jazyk
angličtina
Originální abstrakt
Closure-free long cracks under the remote mode III loading grow in a more complicated way than those under the remote mode II. For bcc metals, a coplanar in-plane spreading of tongues driven by the local mode II loading components at crack-front asperities prevails while twisting of crack-front segments to mode I, often leading to factory-roof morphology, is typical for other materials. In bcc metals, therefore, the formulation of a quantitative relationship connecting effective thresholds in modes II and III demands to calculate the local mode II components of stress intensity factors at typical asperities of a crack front loaded in the remote mode III. Therefore, a numerical model of a serrated crack front was created and the results were compared with experimentally determined ratio of mode II and III effective thresholds for the ARMCO iron. Although the calculated crack-front roughness needs an experimental verification, the preliminary results indicate that the model can provide a quantitative explanation of the experimentally observed ratio of mode II and mode III effective thresholds in bcc metals.
Klíčová slova
Modes II and III; Effective threshold; Micromechanism; Finite element method; ARMCO iron
Autoři
VOJTEK, T.; ŽÁK, S.; POKLUDA, J.
Vydáno
1. 7. 2017
Nakladatel
Italian Group of Fracture
ISSN
1971-8993
Periodikum
Frattura ed Integrita Strutturale
Ročník
11
Číslo
41
Stát
Italská republika
Strany od
245
Strany do
251
Strany počet
7
URL
Plný text v Digitální knihovně
BibTex
@article{BUT142361,
author="Tomáš {Vojtek} and Stanislav {Žák} and Jaroslav {Pokluda}",
title="On the connection between mode II and mode III effective thresholds in metals",
journal="Frattura ed Integrita Strutturale",
year="2017",
volume="11",
number="41",
pages="245--251",
doi="10.3221/IGF-ESIS.41.33",
issn="1971-8993",
url="https://www.fracturae.com/index.php/fis/article/view/IGF-ESIS.41.33"
}