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contributor authorLinzhi Wu
contributor authorShanyi Y. Du
date accessioned2017-05-08T23:46:20Z
date available2017-05-08T23:46:20Z
date copyrightSeptember, 1995
date issued1995
identifier issn0021-8936
identifier otherJAMCAV-26364#585_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/114799
description abstractAnalytical solutions are presented for the displacement and stress fields caused by a circular cylindrical inclusion with arbitrary uniform eigenstrains in an infinite elastic medium. The expressions obtained and those presented in Part I constitute the solutions of the whole elastic field, −∞ < x1, x2, x3 < ∞. In the present paper, it is found that the analytical solutions within the region x12 + x22 > a2, −∞ < x3 < ∞ can also be expressed as functions of the complete elliptic integrals of the first, second, and third kind. When the length of inclusion tends towards the limit (infinity), the present solutions agree with Eshelby’s results. Finally, numerical results are shown for the stress field.
publisherThe American Society of Mechanical Engineers (ASME)
titleThe Elastic Field Caused by a Circular Cylindrical Inclusion—Part II: Inside the Region x12 + x22 > a2, −∞ < x3 < ∞ Where the Circular Cylindrical Inclusion is Expressed by x12 + x22 ≤ a2, −h ≤ x3 ≤ h
typeJournal Paper
journal volume62
journal issue3
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.2895985
journal fristpage585
journal lastpage589
identifier eissn1528-9036
keywordsStress
keywordsDisplacement AND Functions
treeJournal of Applied Mechanics:;1995:;volume( 062 ):;issue: 003
contenttypeFulltext


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