The principle of equivalent eigenstrain for inhomogeneous inclusion problems

In this paper, based on the principle of virtual work, we formulate the equivalent eigenstrain approach for inhomogeneous inclusions. It allows calculating the elastic deformation of an arbitrarily connected and shaped inhomogeneous inclusion, by replacing it with an equivalent homogeneous inclusion...

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Main Authors: Ma, L, Korsunsky, A
פורמט: Journal article
שפה:English
יצא לאור: Elsevier 2014
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author Ma, L
Korsunsky, A
author_facet Ma, L
Korsunsky, A
author_sort Ma, L
collection OXFORD
description In this paper, based on the principle of virtual work, we formulate the equivalent eigenstrain approach for inhomogeneous inclusions. It allows calculating the elastic deformation of an arbitrarily connected and shaped inhomogeneous inclusion, by replacing it with an equivalent homogeneous inclusion problem, whose eigenstrain distribution is determined by an integral equation. The equivalent homogeneous inclusion problem has an explicit solution in terms of a definite integral. The approach allows solving the problems about inclusions of arbitrary shape, multiple inclusion problems, and lends itself to residual stress analysis in non-uniform, heterogeneous media. The fundamental formulation introduced here will find application in the mechanics of composites, inclusions, phase transformation analysis, plasticity, fracture mechanics, etc.
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spelling oxford-uuid:bba3a024-22bd-4be5-bfad-14b5f45458312022-03-27T05:18:23ZThe principle of equivalent eigenstrain for inhomogeneous inclusion problemsJournal articlehttp://purl.org/coar/resource_type/c_dcae04bcuuid:bba3a024-22bd-4be5-bfad-14b5f4545831EnglishSymplectic Elements at OxfordElsevier2014Ma, LKorsunsky, AIn this paper, based on the principle of virtual work, we formulate the equivalent eigenstrain approach for inhomogeneous inclusions. It allows calculating the elastic deformation of an arbitrarily connected and shaped inhomogeneous inclusion, by replacing it with an equivalent homogeneous inclusion problem, whose eigenstrain distribution is determined by an integral equation. The equivalent homogeneous inclusion problem has an explicit solution in terms of a definite integral. The approach allows solving the problems about inclusions of arbitrary shape, multiple inclusion problems, and lends itself to residual stress analysis in non-uniform, heterogeneous media. The fundamental formulation introduced here will find application in the mechanics of composites, inclusions, phase transformation analysis, plasticity, fracture mechanics, etc.
spellingShingle Ma, L
Korsunsky, A
The principle of equivalent eigenstrain for inhomogeneous inclusion problems
title The principle of equivalent eigenstrain for inhomogeneous inclusion problems
title_full The principle of equivalent eigenstrain for inhomogeneous inclusion problems
title_fullStr The principle of equivalent eigenstrain for inhomogeneous inclusion problems
title_full_unstemmed The principle of equivalent eigenstrain for inhomogeneous inclusion problems
title_short The principle of equivalent eigenstrain for inhomogeneous inclusion problems
title_sort principle of equivalent eigenstrain for inhomogeneous inclusion problems
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