Effect of Shear Deformation and Rotatory Inertia on Dynamic Buckling of Elastic Plates
Abstract
The influence of shear deformation and rotatory inertia on dynamic response of elastic rectangular plates subject to in-plane loads increasing with time is discussed using Mindlin's plate theory. The qualitative effect of those factors on transverse displacements is estimated. It is shown that this effect becomes essential only if the plate is thick and the number of half-waves along the plate axes in the deformation mode is large.
Recommended Citation
V. Birman, "Effect of Shear Deformation and Rotatory Inertia on Dynamic Buckling of Elastic Plates," Journal of Offshore Mechanics and Arctic Engineering, American Society of Mechanical Engineers (ASME), Jan 1988.
The definitive version is available at https://doi.org/10.1115/1.3257063
Department(s)
Mechanical and Aerospace Engineering
International Standard Serial Number (ISSN)
0892-7219
Document Type
Article - Journal
Document Version
Citation
File Type
text
Language(s)
English
Rights
© 1988 American Society of Mechanical Engineers (ASME), All rights reserved.
Publication Date
01 Jan 1988
