Dynamic response of an icosahedral quasi-crystalline medium with a Griffith crack under mechanical loadings
Elastodynamic response of three-dimensional icosahedral quasi-crystals under mechanical loadings is presented in this article. Two kinds of cases are considered here, in which the plane problem and anti-plane problem are included. The phonon and phason elastic fundamental fields along with their cou...
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Series: | Advances in Mechanical Engineering |
Online Access: | https://doi.org/10.1177/1687814016688850 |
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doaj-8ae0347e1d2c4956855dc5b72a1d99c22020-11-25T02:48:48ZengSAGE PublishingAdvances in Mechanical Engineering1687-81402017-02-01910.1177/1687814016688850Dynamic response of an icosahedral quasi-crystalline medium with a Griffith crack under mechanical loadingsLiangping Qiao0Li Wu1Tianyou Fan2Institute of Science, Taiyuan University of Technology, Taiyuan, ChinaDepartment of Physics, Beijing Institute of Technology, Beijing, ChinaDepartment of Physics, Beijing Institute of Technology, Beijing, ChinaElastodynamic response of three-dimensional icosahedral quasi-crystals under mechanical loadings is presented in this article. Two kinds of cases are considered here, in which the plane problem and anti-plane problem are included. The phonon and phason elastic fundamental fields along with their coupling effect in crack analysis are explicitly presented in terms of the theoretical and numerical analyses. Using the finite difference method, some numerical results of stresses, displacements, and normalized dynamic stress intensity factor are obtained. By comparing the results of quasi-crystals, this article reveals the influence of phonon and phason elastic fundamental fields, which occupy an important position in dynamic deformation behavior of quasi-crystals. Of course, phonon–phason coupling effect also should not be neglected.https://doi.org/10.1177/1687814016688850 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Liangping Qiao Li Wu Tianyou Fan |
spellingShingle |
Liangping Qiao Li Wu Tianyou Fan Dynamic response of an icosahedral quasi-crystalline medium with a Griffith crack under mechanical loadings Advances in Mechanical Engineering |
author_facet |
Liangping Qiao Li Wu Tianyou Fan |
author_sort |
Liangping Qiao |
title |
Dynamic response of an icosahedral quasi-crystalline medium with a Griffith crack under mechanical loadings |
title_short |
Dynamic response of an icosahedral quasi-crystalline medium with a Griffith crack under mechanical loadings |
title_full |
Dynamic response of an icosahedral quasi-crystalline medium with a Griffith crack under mechanical loadings |
title_fullStr |
Dynamic response of an icosahedral quasi-crystalline medium with a Griffith crack under mechanical loadings |
title_full_unstemmed |
Dynamic response of an icosahedral quasi-crystalline medium with a Griffith crack under mechanical loadings |
title_sort |
dynamic response of an icosahedral quasi-crystalline medium with a griffith crack under mechanical loadings |
publisher |
SAGE Publishing |
series |
Advances in Mechanical Engineering |
issn |
1687-8140 |
publishDate |
2017-02-01 |
description |
Elastodynamic response of three-dimensional icosahedral quasi-crystals under mechanical loadings is presented in this article. Two kinds of cases are considered here, in which the plane problem and anti-plane problem are included. The phonon and phason elastic fundamental fields along with their coupling effect in crack analysis are explicitly presented in terms of the theoretical and numerical analyses. Using the finite difference method, some numerical results of stresses, displacements, and normalized dynamic stress intensity factor are obtained. By comparing the results of quasi-crystals, this article reveals the influence of phonon and phason elastic fundamental fields, which occupy an important position in dynamic deformation behavior of quasi-crystals. Of course, phonon–phason coupling effect also should not be neglected. |
url |
https://doi.org/10.1177/1687814016688850 |
work_keys_str_mv |
AT liangpingqiao dynamicresponseofanicosahedralquasicrystallinemediumwithagriffithcrackundermechanicalloadings AT liwu dynamicresponseofanicosahedralquasicrystallinemediumwithagriffithcrackundermechanicalloadings AT tianyoufan dynamicresponseofanicosahedralquasicrystallinemediumwithagriffithcrackundermechanicalloadings |
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1724746564279205888 |