Measurement of shear strength of granular/discontinuous-columnar sea ice
A method of performing shear tests using asymmetrical four- point bending was applied to sea ice. The method leads to less uncertainty in the stress field created. The tests were performed on specimens of granular/discontinuous- columnar ice obtained from the Beaufort Sea. For a test temperature of...
Published in: | Cold Regions Science and Technology |
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Main Authors: | , |
Format: | Article in Journal/Newspaper |
Language: | English |
Published: |
1984
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Subjects: | |
Online Access: | https://doi.org/10.1016/0165-232X(84)90068-5 https://nrc-publications.canada.ca/eng/view/ft/?id=4597b5c8-8b27-49b7-975c-e093443e85b1 https://nrc-publications.canada.ca/eng/view/object/?id=4597b5c8-8b27-49b7-975c-e093443e85b1 https://nrc-publications.canada.ca/fra/voir/objet/?id=4597b5c8-8b27-49b7-975c-e093443e85b1 |
Summary: | A method of performing shear tests using asymmetrical four- point bending was applied to sea ice. The method leads to less uncertainty in the stress field created. The tests were performed on specimens of granular/discontinuous- columnar ice obtained from the Beaufort Sea. For a test temperature of -13 + or - 2 degrees C and salinity of 4.2% the average shear strength was 550 kPa with a standard deviation of 120 kPa. On a appliqué à de la glace de mer une méthode d'essai de cisaillement faisant appel à une flexion asymétrique en quatre points. La méthode permet de réduire l'incertitude du champ de contraintes créé. Les essais ont été réalisés avec des échantillons de glace columnaire granulaire/discontinue de la mer de Beaufort. A une température de - 13 + ou - 2 degrés C. et à une salinité de 4,2%, la résistance moyenne au cisaillement a été de 550 kPa; l'écart type était de 120kPa. Peer reviewed: Yes NRC publication: Yes |
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