CONCENTRATED LOADS ON PLATES.

An infinite plate on an elastic foundation is considered for a uniform load distributed over a circular area. The analysis of the problem is based on three-dimensional theory of elasticity. A numerical evaluation for the critical stress is made assuming a bending type of failure and the results clos...

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Bibliographic Details
Main Author: Nevel,Donald E.
Other Authors: COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER N H
Format: Text
Language:English
Published: 1970
Subjects:
Snow
Ice and Permafrost
Mechanics
(*SEA ICE
LOADS(FORCES))
ELASTIC PROPERTIES
STRESSES
BENDING
FAILURE(MECHANICS)
DEFLECTION
POISSONS RATIO
THEOREMS
CRACKS
ELASTIC PLATES
Ice
permafrost
Sea ice
Online Access:http://www.dtic.mil/docs/citations/AD0703876
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=AD0703876
Description
Summary:An infinite plate on an elastic foundation is considered for a uniform load distributed over a circular area. The analysis of the problem is based on three-dimensional theory of elasticity. A numerical evaluation for the critical stress is made assuming a bending type of failure and the results closely agree with Westergaard's equations. (Author)

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