Dynamic fracture analysis of Kane–Mindlin plates using the dual boundary element method
File(s)Jun-EABE.pdf (1.33 MB)
Accepted version
Author(s)
Li, Jun
Khodaei, Zahra Sharif
Aliabadi, MH
Type
Journal Article
Abstract
In this paper, a new dual boundary element formulation is presented for dynamic crack problems in finite-thickness plates under in-plane loadings. The proposed formulation is based on a first-order plate theory (Kane–Mindlin theory) taking into account a coupled out-of-plane fracture mode due to in-plane shear loading and the effect of plate thickness on stress intensity factors, which cannot be considered within the framework of the two-dimensional elastic theories. The dynamic stress intensity factors are evaluated based on the crack opening displacements. Three benchmark examples are presented including the mixed-mode fracture of a finite plate. The effect of plate thickness on the dynamic stress intensity factors is investigated. The dynamic stress intensity factors obtained using the proposed formulation are shown to be in good agreement with the results from 3D finite element simulations.
Date Issued
2019-09-01
Date Acceptance
2019-05-09
Citation
Engineering Analysis with Boundary Elements, 2019, 106, pp.217-227
ISSN
0955-7997
Publisher
Elsevier BV
Start Page
217
End Page
227
Journal / Book Title
Engineering Analysis with Boundary Elements
Volume
106
Copyright Statement
© 2019 Elsevier Ltd. All rights reserved. This manuscript is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International Licence http://creativecommons.org/licenses/by-nc-nd/4.0/
Subjects
Applied Mathematics
0102 Applied Mathematics
0905 Civil Engineering
0913 Mechanical Engineering
Publication Status
Published
Date Publish Online
2019-05-25