Micro-mechanics models for an imperfect interface under anti-plane shear load : hypersingular integral formulations

Two micro-mechanics models are proposed for an imperfect (weak) interface between two anisotropic elastic half-spaces under anti-plane shear load. The imperfect interface in the first model contains an array of periodically distributed micro-cracks with random lengths and positions. The second model...

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Main Authors: Wang, Xue, Ang, Whye Teong, Fan, Hui
Other Authors: School of Mechanical and Aerospace Engineering
Format: Journal Article
Language:English
Published: 2013
Online Access:https://hdl.handle.net/10356/101906
http://hdl.handle.net/10220/11172
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author Wang, Xue
Ang, Whye Teong
Fan, Hui
author2 School of Mechanical and Aerospace Engineering
author_facet School of Mechanical and Aerospace Engineering
Wang, Xue
Ang, Whye Teong
Fan, Hui
author_sort Wang, Xue
collection NTU
description Two micro-mechanics models are proposed for an imperfect (weak) interface between two anisotropic elastic half-spaces under anti-plane shear load. The imperfect interface in the first model contains an array of periodically distributed micro-cracks with random lengths and positions. The second model, a simplified version of the first, is a three-phase model in which a period length of the interface contains a single representative micro-crack, perfectly bonded parts and an effective region. Both models are formulated in terms of hypersingular integral equations which may be solved by boundary element procedures to calculate the effective interface stiffness and the critical failure load of the interface.
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spelling ntu-10356/1019062020-03-07T13:22:21Z Micro-mechanics models for an imperfect interface under anti-plane shear load : hypersingular integral formulations Wang, Xue Ang, Whye Teong Fan, Hui School of Mechanical and Aerospace Engineering Two micro-mechanics models are proposed for an imperfect (weak) interface between two anisotropic elastic half-spaces under anti-plane shear load. The imperfect interface in the first model contains an array of periodically distributed micro-cracks with random lengths and positions. The second model, a simplified version of the first, is a three-phase model in which a period length of the interface contains a single representative micro-crack, perfectly bonded parts and an effective region. Both models are formulated in terms of hypersingular integral equations which may be solved by boundary element procedures to calculate the effective interface stiffness and the critical failure load of the interface. 2013-07-11T02:58:58Z 2019-12-06T20:46:31Z 2013-07-11T02:58:58Z 2019-12-06T20:46:31Z 2012 2012 Journal Article Wang, X., Ang, W,-T., Fan, H. (2012). Micro-mechanics models for an imperfect interface under anti-plane shear load : hypersingular integral formulations. Engineering Analysis with Boundary Elements, 36(12), 1856-1864. https://hdl.handle.net/10356/101906 http://hdl.handle.net/10220/11172 10.1016/j.enganabound.2012.07.005 en Engineering analysis with boundary elements © 2012 Elsevier Ltd.
spellingShingle Wang, Xue
Ang, Whye Teong
Fan, Hui
Micro-mechanics models for an imperfect interface under anti-plane shear load : hypersingular integral formulations
title Micro-mechanics models for an imperfect interface under anti-plane shear load : hypersingular integral formulations
title_full Micro-mechanics models for an imperfect interface under anti-plane shear load : hypersingular integral formulations
title_fullStr Micro-mechanics models for an imperfect interface under anti-plane shear load : hypersingular integral formulations
title_full_unstemmed Micro-mechanics models for an imperfect interface under anti-plane shear load : hypersingular integral formulations
title_short Micro-mechanics models for an imperfect interface under anti-plane shear load : hypersingular integral formulations
title_sort micro mechanics models for an imperfect interface under anti plane shear load hypersingular integral formulations
url https://hdl.handle.net/10356/101906
http://hdl.handle.net/10220/11172
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