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contributor authorY. Huang
contributor authorK. X. Hu
date accessioned2017-05-08T23:46:20Z
date available2017-05-08T23:46:20Z
date copyrightSeptember, 1995
date issued1995
identifier issn0021-8936
identifier otherJAMCAV-26364#566_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/114796
description abstractThe determination of the effective moduli for a material containing elliptical inclusions is the objective of this paper. This is done by incorporating an inclusion/matrix/composite model into a general energy equivalence framework. Through the evaluation of the average strain in each individual inclusion, the current approach can handle the inclusion’s orientation dependency in a straightforward manner. The case of an in-plane isotropic distribution of elliptical inclusions is addressed in detail. For the case of reinforcements, or hard inclusions, the effect of the inclusion aspect ratio on in-plane effective moduli is small if the aspect ratio is larger than 0.5. For aspect ratios less than 0.3, the effective moduli increase dramatically, which implies that flat reinforcements are much more effective than traditional cylindrical reinforcements. It is also established that the generalized self-consistent method predicts a stronger dependence of effective moduli on the inclusion aspect ratio than does the Mori-Tanaka method, especially for shear moduli.
publisherThe American Society of Mechanical Engineers (ASME)
titleA Generalized Self-Consistent Mechanics Method for Solids Containing Elliptical Inclusions
typeJournal Paper
journal volume62
journal issue3
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.2895982
journal fristpage566
journal lastpage572
identifier eissn1528-9036
keywordsSolids
keywordsComposite materials AND Shear (Mechanics)
treeJournal of Applied Mechanics:;1995:;volume( 062 ):;issue: 003
contenttypeFulltext


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