Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 4American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 194
... platform to resist bending , the platform will not fail from fractures caused by creep but may fail due to loss of freeboard and subsequent flooding . It has been observed that the initial formation of cracks in a load bearing ice ...
... platform to resist bending , the platform will not fail from fractures caused by creep but may fail due to loss of freeboard and subsequent flooding . It has been observed that the initial formation of cracks in a load bearing ice ...
Page 205
... platform . Several methods of measuring and estimating these parameters were employed at Amauligak I - 65 . In particular , geophysical methods were employed to measure the in - situ elastic moduli which were found to predict a very ...
... platform . Several methods of measuring and estimating these parameters were employed at Amauligak I - 65 . In particular , geophysical methods were employed to measure the in - situ elastic moduli which were found to predict a very ...
Page 214
... platform response is concerned . a The difference in local load observed on Figure 14 is not random but systematic . The ice drift direc- tion in the event that produced the data shown on this figure was not perpendicular to the loaded ...
... platform response is concerned . a The difference in local load observed on Figure 14 is not random but systematic . The ice drift direc- tion in the event that produced the data shown on this figure was not perpendicular to the loaded ...
Contents
OFFSHORE MECHANICS | 1 |
The Structure and Tensile Behavior of First Year Sea Ice and LaboratoryGrown Saline | 11 |
Effects of Temperature and Strain Rate on Uniaxial Compressive Strength of Naturally Formed Fresh | 19 |
Copyright | |
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analysis Arctic Engineering average beam Beaufort Sea Bering Sea caisson crack creep curves deflection deformation diameter dome drift dynamic effect elastic modulus energy equation estimate experimental extreme value distribution factor failure flexural strength floe fracture toughness freezing friction coefficient gauges geostrophic wind horizontal ice crushing ice domes ice drift ice edge ice force Ice Impact ice loads ice motion ice pressure ice sheet ice thickness ice velocity iceberg icebreaking increase indentation interaction island layer linear measured Mechanics and Arctic method MIZEX model ice model tests modulus Molikpaq normal force ocean Offshore Mechanics parameters peak plastic platform pressure panel PVDF ratio reinforced ice Research saline samples scale sea ice sediments shear shear strength ship shown in Figure specimen speed spray ice strain gauges strain rate stress structure surface temperature tensor thermosyphon Timco tion uniaxial values vertical wind