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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ftdtic:AD0703876 2023-05-15T16:37:02+02:00 CONCENTRATED LOADS ON PLATES. Nevel,Donald E. COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER N H 1970-03 text/html http://www.dtic.mil/docs/citations/AD0703876 http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=AD0703876 en eng http://www.dtic.mil/docs/citations/AD0703876 APPROVED FOR PUBLIC RELEASE DTIC AND NTIS Snow Ice and Permafrost Mechanics (*SEA ICE LOADS(FORCES)) ELASTIC PROPERTIES STRESSES BENDING FAILURE(MECHANICS) DEFLECTION POISSONS RATIO THEOREMS CRACKS ELASTIC PLATES Text 1970 ftdtic 2016-02-18T23:10:51Z 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) Text Ice permafrost Sea ice Defense Technical Information Center: DTIC Technical Reports database |
institution |
Open Polar |
collection |
Defense Technical Information Center: DTIC Technical Reports database |
op_collection_id |
ftdtic |
language |
English |
topic |
Snow Ice and Permafrost Mechanics (*SEA ICE LOADS(FORCES)) ELASTIC PROPERTIES STRESSES BENDING FAILURE(MECHANICS) DEFLECTION POISSONS RATIO THEOREMS CRACKS ELASTIC PLATES |
spellingShingle |
Snow Ice and Permafrost Mechanics (*SEA ICE LOADS(FORCES)) ELASTIC PROPERTIES STRESSES BENDING FAILURE(MECHANICS) DEFLECTION POISSONS RATIO THEOREMS CRACKS ELASTIC PLATES Nevel,Donald E. CONCENTRATED LOADS ON PLATES. |
topic_facet |
Snow Ice and Permafrost Mechanics (*SEA ICE LOADS(FORCES)) ELASTIC PROPERTIES STRESSES BENDING FAILURE(MECHANICS) DEFLECTION POISSONS RATIO THEOREMS CRACKS ELASTIC PLATES |
description |
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) |
author2 |
COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER N H |
format |
Text |
author |
Nevel,Donald E. |
author_facet |
Nevel,Donald E. |
author_sort |
Nevel,Donald E. |
title |
CONCENTRATED LOADS ON PLATES. |
title_short |
CONCENTRATED LOADS ON PLATES. |
title_full |
CONCENTRATED LOADS ON PLATES. |
title_fullStr |
CONCENTRATED LOADS ON PLATES. |
title_full_unstemmed |
CONCENTRATED LOADS ON PLATES. |
title_sort |
concentrated loads on plates. |
publishDate |
1970 |
url |
http://www.dtic.mil/docs/citations/AD0703876 http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=AD0703876 |
genre |
Ice permafrost Sea ice |
genre_facet |
Ice permafrost Sea ice |
op_source |
DTIC AND NTIS |
op_relation |
http://www.dtic.mil/docs/citations/AD0703876 |
op_rights |
APPROVED FOR PUBLIC RELEASE |
_version_ |
1766027348524662784 |