The stability of the rectangular plate under the “follow” load action.
Journal Title: Հայաստանի գիտությունների ազգային ակադեմիայի տեղեկագիր․ Մեխանիկա - Year 2008, Vol 61, Issue 2
Abstract
In the present paper a rectangular plate is considered, such that two opposite edges are hinged, and two others are free, loaded with follower forces. The problem is split into determination of symmetric and anti-symmetric shape of loss of stability. For symmetric shape critical loads are determined using both static problem statement and dynamic problem statement, based on model suggested by V. Bolotin. It is shown, that if the plate is narrow enough in the direction of loading forced, the critical loads of dynamic problems are significantly smaller than critical loads of static problems .
Authors and Affiliations
V. M. Belubekyan, M. V. Belubekyan
Keywords
Related Articles
- EP ID EP602308
- DOI -
- Views 91
- Downloads 0
On the two nonlinear problems for the determination of the vicinity of shock waves in fluid.
c
A contact problem for an elastic compound semi-plane.
c
On the magnetoelastic vibration problem of a cylindrical shell in an azimuthal magnetic field.
c
Propogation of spin waves in a periodic stratified medium.
c
Intluence of initial elektroelastic state (geometrical nonlinearity)on small amplitude waves propagation.
c