| contributor author | Paul E. Bond | |
| contributor author | Patricia J. Langhorne | |
| date accessioned | 2017-05-08T21:13:54Z | |
| date available | 2017-05-08T21:13:54Z | |
| date copyright | June 1997 | |
| date issued | 1997 | |
| identifier other | %28asce%290887-381x%281997%2911%3A2%2899%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/43638 | |
| description abstract | A series of in-situ flexural strength and cyclic stress tests were carried out on laboratory-prepared NaCl ice beams, whose average growth rates exceeded those of sea ice. The flexural strengths were all found to be within the accepted range for sea ice, with those beams grown at the slowest rate being strongest, confirming our use of NaCl ice as a sea ice analog. The direction of loading had no observable effect on either the flexural strength or the tangent modulus. An | |
| publisher | American Society of Civil Engineers | |
| title | Fatigue Behavior of Cantilever Beams of Saline Ice | |
| type | Journal Paper | |
| journal volume | 11 | |
| journal issue | 2 | |
| journal title | Journal of Cold Regions Engineering | |
| identifier doi | 10.1061/(ASCE)0887-381X(1997)11:2(99) | |
| tree | Journal of Cold Regions Engineering:;1997:;Volume ( 011 ):;issue: 002 | |
| contenttype | Fulltext | |
