A strain energy criterion for failure of floating ice sheets

A failure criterion for floating ice sheets under stationary loads is presented, based on the concept of strain energy per unit volume and the results of some 40 prototype loading tests. The practical requirement for a time-independent failure criterion for ice, which is a viscoelastic material and...

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Published in:Canadian Journal of Civil Engineering
Main Author: Beltaos, S.
Format: Article in Journal/Newspaper
Language:English
Published: Canadian Science Publishing 1978
Subjects:
Online Access:http://dx.doi.org/10.1139/l78-040
http://www.nrcresearchpress.com/doi/pdf/10.1139/l78-040
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spelling crcansciencepubl:10.1139/l78-040 2024-09-15T18:12:16+00:00 A strain energy criterion for failure of floating ice sheets Beltaos, S. 1978 http://dx.doi.org/10.1139/l78-040 http://www.nrcresearchpress.com/doi/pdf/10.1139/l78-040 en eng Canadian Science Publishing http://www.nrcresearchpress.com/page/about/CorporateTextAndDataMining Canadian Journal of Civil Engineering volume 5, issue 3, page 352-361 ISSN 0315-1468 1208-6029 journal-article 1978 crcansciencepubl https://doi.org/10.1139/l78-040 2024-08-01T04:10:02Z A failure criterion for floating ice sheets under stationary loads is presented, based on the concept of strain energy per unit volume and the results of some 40 prototype loading tests. The practical requirement for a time-independent failure criterion for ice, which is a viscoelastic material and thus subject to creep, is noted. Existing failure criteria are reviewed and shown to be unable to handle many practical situations. Subsequently, the concept of strain energy per unit volume is formulated and shown to provide a satisfactory failure criterion under varied loading histories. Analysis of the test results indicated the existence of a distinct instant marking the onset of failure of a loaded ice sheet. Because the behaviour of a loaded ice sheet between this instant and the final breakthrough of the load is partially random, it is suggested that the former be used as the practical limit of safety. Article in Journal/Newspaper Ice Sheet Canadian Science Publishing Canadian Journal of Civil Engineering 5 3 352 361
institution Open Polar
collection Canadian Science Publishing
op_collection_id crcansciencepubl
language English
description A failure criterion for floating ice sheets under stationary loads is presented, based on the concept of strain energy per unit volume and the results of some 40 prototype loading tests. The practical requirement for a time-independent failure criterion for ice, which is a viscoelastic material and thus subject to creep, is noted. Existing failure criteria are reviewed and shown to be unable to handle many practical situations. Subsequently, the concept of strain energy per unit volume is formulated and shown to provide a satisfactory failure criterion under varied loading histories. Analysis of the test results indicated the existence of a distinct instant marking the onset of failure of a loaded ice sheet. Because the behaviour of a loaded ice sheet between this instant and the final breakthrough of the load is partially random, it is suggested that the former be used as the practical limit of safety.
format Article in Journal/Newspaper
author Beltaos, S.
spellingShingle Beltaos, S.
A strain energy criterion for failure of floating ice sheets
author_facet Beltaos, S.
author_sort Beltaos, S.
title A strain energy criterion for failure of floating ice sheets
title_short A strain energy criterion for failure of floating ice sheets
title_full A strain energy criterion for failure of floating ice sheets
title_fullStr A strain energy criterion for failure of floating ice sheets
title_full_unstemmed A strain energy criterion for failure of floating ice sheets
title_sort strain energy criterion for failure of floating ice sheets
publisher Canadian Science Publishing
publishDate 1978
url http://dx.doi.org/10.1139/l78-040
http://www.nrcresearchpress.com/doi/pdf/10.1139/l78-040
genre Ice Sheet
genre_facet Ice Sheet
op_source Canadian Journal of Civil Engineering
volume 5, issue 3, page 352-361
ISSN 0315-1468 1208-6029
op_rights http://www.nrcresearchpress.com/page/about/CorporateTextAndDataMining
op_doi https://doi.org/10.1139/l78-040
container_title Canadian Journal of Civil Engineering
container_volume 5
container_issue 3
container_start_page 352
op_container_end_page 361
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