BENDING OF CIRCULAR PLATES CONFINING AND INCOMPRESSIBLE LIQUID.

Frozen potholes subjected to lateral loads suggest the study of the effect of the confined incompressible liquid upon the behavior of the covering ice plate. Since, for loads of short duration, no creep is expected, the plate may be assumed to behave elastically. The method of solution is described...

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Bibliographic Details
Main Author: Kerr,Arnold D.
Other Authors: COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER N H
Format: Text
Language:English
Published: 1966
Subjects:
Snow
Ice and Permafrost
Mechanics
(*ICE
BENDING)
(*LOADS(FORCES)
ICE)
DEFORMATION
STRESSES
DEFLECTION
FORCE(MECHANICS)
Ice
permafrost
Online Access:http://www.dtic.mil/docs/citations/AD0640887
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=AD0640887
Description
Summary:Frozen potholes subjected to lateral loads suggest the study of the effect of the confined incompressible liquid upon the behavior of the covering ice plate. Since, for loads of short duration, no creep is expected, the plate may be assumed to behave elastically. The method of solution is described and two examples are treated in detail. A comparison of numerical results shows the strong effect of the confined incompressible liquid upon the deflections and stresses of the plate. (Author)

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