Strain Gradient Influence on Brittle Failure of IceSource: Journal of Cold Regions Engineering:;1990:;Volume ( 004 ):;issue: 004Author:Mohamed Sayed
DOI: 10.1061/(ASCE)0887-381X(1990)4:4(179)Publisher: American Society of Civil Engineers
Abstract: Eccentric and concentric unconfined compression tests are conducted to examine the influence of strain gradients on the brittle failure of ice. Fresh‐water columnar‐grained ice specimens are tested at a temperature of
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| contributor author | Mohamed Sayed | |
| date accessioned | 2017-05-08T21:13:46Z | |
| date available | 2017-05-08T21:13:46Z | |
| date copyright | December 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290887-381x%281990%294%3A4%28179%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/43529 | |
| description abstract | Eccentric and concentric unconfined compression tests are conducted to examine the influence of strain gradients on the brittle failure of ice. Fresh‐water columnar‐grained ice specimens are tested at a temperature of | |
| publisher | American Society of Civil Engineers | |
| title | Strain Gradient Influence on Brittle Failure of Ice | |
| type | Journal Paper | |
| journal volume | 4 | |
| journal issue | 4 | |
| journal title | Journal of Cold Regions Engineering | |
| identifier doi | 10.1061/(ASCE)0887-381X(1990)4:4(179) | |
| tree | Journal of Cold Regions Engineering:;1990:;Volume ( 004 ):;issue: 004 | |
| contenttype | Fulltext |