Ice-Slope Interaction: Transitions In Failure Mode
A two-dimensional hydrodynamic ice-slope interaction problem is formulated in this paper. The solution of this elastohydrodynamic problem will give the desired ice force. The main objective is to determine the influence that ice sheet velocity, slope angle, and ice-structure friction have on the ice...
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ftciteseerx:oai:CiteSeerX.psu:10.1.1.21.5156 2023-05-15T16:40:40+02:00 Ice-Slope Interaction: Transitions In Failure Mode John P. Dempsey Colin Fox The Pennsylvania State University CiteSeerX Archives 1999 application/pdf http://citeseerx.ist.psu.edu/viewdoc/summary?doi=10.1.1.21.5156 http://www.math.auckland.ac.nz/~fox/publications/OMAE-99.pdf en eng http://citeseerx.ist.psu.edu/viewdoc/summary?doi=10.1.1.21.5156 http://www.math.auckland.ac.nz/~fox/publications/OMAE-99.pdf Metadata may be used without restrictions as long as the oai identifier remains attached to it. http://www.math.auckland.ac.nz/~fox/publications/OMAE-99.pdf text 1999 ftciteseerx 2016-01-07T17:47:17Z A two-dimensional hydrodynamic ice-slope interaction problem is formulated in this paper. The solution of this elastohydrodynamic problem will give the desired ice force. The main objective is to determine the influence that ice sheet velocity, slope angle, and ice-structure friction have on the ice force. A transition in failure mode is often observed to occur at a certain velocity (named the transition velocity) from predominantly bending to predominantly crushing. In this paper, the solution is provided for relatively slow interactions, to illustrate the validity of the approach. The treatment is non-dimensional so that different types of ice (model ice, freshwater ice and sea ice) can easily be related. Text Ice Sheet Sea ice Unknown |
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English |
description |
A two-dimensional hydrodynamic ice-slope interaction problem is formulated in this paper. The solution of this elastohydrodynamic problem will give the desired ice force. The main objective is to determine the influence that ice sheet velocity, slope angle, and ice-structure friction have on the ice force. A transition in failure mode is often observed to occur at a certain velocity (named the transition velocity) from predominantly bending to predominantly crushing. In this paper, the solution is provided for relatively slow interactions, to illustrate the validity of the approach. The treatment is non-dimensional so that different types of ice (model ice, freshwater ice and sea ice) can easily be related. |
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The Pennsylvania State University CiteSeerX Archives |
format |
Text |
author |
John P. Dempsey Colin Fox |
spellingShingle |
John P. Dempsey Colin Fox Ice-Slope Interaction: Transitions In Failure Mode |
author_facet |
John P. Dempsey Colin Fox |
author_sort |
John P. Dempsey |
title |
Ice-Slope Interaction: Transitions In Failure Mode |
title_short |
Ice-Slope Interaction: Transitions In Failure Mode |
title_full |
Ice-Slope Interaction: Transitions In Failure Mode |
title_fullStr |
Ice-Slope Interaction: Transitions In Failure Mode |
title_full_unstemmed |
Ice-Slope Interaction: Transitions In Failure Mode |
title_sort |
ice-slope interaction: transitions in failure mode |
publishDate |
1999 |
url |
http://citeseerx.ist.psu.edu/viewdoc/summary?doi=10.1.1.21.5156 http://www.math.auckland.ac.nz/~fox/publications/OMAE-99.pdf |
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Ice Sheet Sea ice |
genre_facet |
Ice Sheet Sea ice |
op_source |
http://www.math.auckland.ac.nz/~fox/publications/OMAE-99.pdf |
op_relation |
http://citeseerx.ist.psu.edu/viewdoc/summary?doi=10.1.1.21.5156 http://www.math.auckland.ac.nz/~fox/publications/OMAE-99.pdf |
op_rights |
Metadata may be used without restrictions as long as the oai identifier remains attached to it. |
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1766031063109337088 |