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Axisymmetric Buckling of an Elastic Plate Containing a Circular Inclusion With Dilative Eigenstrain

[+] Author and Article Information
L. Qiao

Department of Engineering Mechanics, College of Civil Engineering, Southeast University, Nanjing, Jiangsu 210096, P.R. Chinaqiaoling@seu.edu.cn

L. H. He1

CAS Key Laboratory of Mechanical Behavior and Design of Materials, University of Science and Technology of China, Hefei, Anhui 230026, P.R. Chinalhhe@ustc.edu.cn

K. W. Ding

Department of Civil Engineering, Anhui University of Architecture, Hefei 230022, P. R. China

1

Corresponding author.

J. Appl. Mech 78(1), 014503 (Oct 13, 2010) (3 pages) doi:10.1115/1.4002248 History: Received May 08, 2010; Revised July 07, 2010; Posted July 29, 2010; Published October 13, 2010; Online October 13, 2010

An infinite elastically isotropic plate containing a circular inclusion with dilative eigenstrain is studied, and the critical condition for the axisymmetric buckling driven by the eigenstrain is derived analytically.

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Figures

Grahic Jump Location
Figure 1

An infinite elastic plate containing a circular inclusion in which uniform dilative eigenstrain is prescribed

Grahic Jump Location
Figure 2

Schematic illustration of the first three axisymmetric buckling modes of the plate triggered by the dilative eigenstrain

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