Technical Briefs

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


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.

Copyright © 2011 by American Society of Mechanical Engineers
Your Session has timed out. Please sign back in to continue.



Grahic Jump Location
Figure 2

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

Grahic Jump Location
Figure 1

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




Some tools below are only available to our subscribers or users with an online account.

Related Content

Customize your page view by dragging and repositioning the boxes below.

Related Journal Articles
Related eBook Content
Topic Collections

Sorry! You do not have access to this content. For assistance or to subscribe, please contact us:

  • TELEPHONE: 1-800-843-2763 (Toll-free in the USA)
  • EMAIL: asmedigitalcollection@asme.org
Sign In