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 186
... approximately 600 mm long yarn loaded in a horizontal hand - driven Hounsfield tensometer . The results from these ' short - term ' tests are shown in Fig . 1 , indicating Plane of Shear 300 200 100 1 lbf = 4.45 N AVERAGE CURVE OF YARN ...
... approximately 600 mm long yarn loaded in a horizontal hand - driven Hounsfield tensometer . The results from these ' short - term ' tests are shown in Fig . 1 , indicating Plane of Shear 300 200 100 1 lbf = 4.45 N AVERAGE CURVE OF YARN ...
Page 190
... approximately 2 mm . Spraying was resumed next day at an air temperature of -15 ° C ( 5 ° F ) . Almost immediately upon application of the warm water , large thermal cracks appeared in the ice and subsequent applications caused ...
... approximately 2 mm . Spraying was resumed next day at an air temperature of -15 ° C ( 5 ° F ) . Almost immediately upon application of the warm water , large thermal cracks appeared in the ice and subsequent applications caused ...
Page 195
... approximately 50 % water by weight in the as received state . It would be very expensive and impractical to dry large quantities of materials for field use , but the moisture content of the reinforcer could be easily determined and the ...
... approximately 50 % water by weight in the as received state . It would be very expensive and impractical to dry large quantities of materials for field use , but the moisture content of the reinforcer could be easily determined and the ...
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 Arctic Engineering average beam Beaufort Sea Bering Sea buoys caisson compressive crack creep curves deflection deformation delayed elastic density diameter dome drift dynamic effect EGADS energy equation estimate experimental factor failure flexural strength floe fracture toughness freshwater ice friction coefficient gauges geostrophic wind horizontal ice drift ice edge ice force ice loads ice motion ice pressure ice sheet ice tests ice thickness ice velocity iceberg icebreaking impact 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 pressure panel PVDF ratio reinforced ice Research saline samples scale sea ice sediments shear shear strength ship shown in Figure Sinha specimen speed spray ice strain gauges strain rate stress structure surface temperature tensor thermosyphon Timco tion uniaxial values vertical wind