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 52
... determined by equation ( 5 ) , is , at best , an approximation . The estimate for the net tip deflection is a conservative one since the deflection curve of the deformed plate is actually curvilinear , not linear as assumed for the ...
... determined by equation ( 5 ) , is , at best , an approximation . The estimate for the net tip deflection is a conservative one since the deflection curve of the deformed plate is actually curvilinear , not linear as assumed for the ...
Page 179
... determined from consider- ation of three potentially critical failure planes which are described in Figure 3. Failure plane A was termed the " edge passive failure " mode and consider- ation of this failure mode determined the island ...
... determined from consider- ation of three potentially critical failure planes which are described in Figure 3. Failure plane A was termed the " edge passive failure " mode and consider- ation of this failure mode determined the island ...
Page 181
... determined from triaxial tests on samples and found to exceed the assumed design strength . or - Given the above geometry and seabed and spray ice conditions the island was determined to have minimum safety factors of 2.0 and 3.0 ...
... determined from triaxial tests on samples and found to exceed the assumed design strength . or - Given the above geometry and seabed and spray ice conditions the island was determined to have minimum safety factors of 2.0 and 3.0 ...
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