Effect of Shear Deformation and Rotatory Inertia on Dynamic Buckling of Elastic Plates
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.
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 http://dx.doi.org/10.1115/1.3257063
Mechanical and Aerospace Engineering
Article - Journal
© 1988 American Society of Mechanical Engineers (ASME), All rights reserved.