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 14
... vertical orientation ( έ = 107 s - 1 ) Initial Tangent Modulus ( GPa ) B2VT1 lab 1.06 3.18 3.18 4.1 B3 ( 15 ) lab 1.08 5.00 5.00 5.6 B5 ( 14 ) lab 1.02 2.59 2.81 5.1 B5 ( 20 ) lab .97 2.59 2.59 5.8 N4T8C1 sea 1.24 2.27 2.27 6.8 N4T2C1 ...
... vertical orientation ( έ = 107 s - 1 ) Initial Tangent Modulus ( GPa ) B2VT1 lab 1.06 3.18 3.18 4.1 B3 ( 15 ) lab 1.08 5.00 5.00 5.6 B5 ( 14 ) lab 1.02 2.59 2.81 5.1 B5 ( 20 ) lab .97 2.59 2.59 5.8 N4T8C1 sea 1.24 2.27 2.27 6.8 N4T2C1 ...
Page 34
VERTICAL POSITION ( CM ) VERTICAL POSITION ( CM ) VERTICAL POSITION ( CM ) 0.2 0.4 0.6 0 1.4 1.2 122 1.0 07 0.8 T T T T 1 T 0.4 0.2 0.2 0.4 0.6 0 1 0 10 20 ↑ ICE PROFILE AT FAILURE 30 40 HORIZONTAL POSITION ( CM ) ICE PROFILE AT ...
VERTICAL POSITION ( CM ) VERTICAL POSITION ( CM ) VERTICAL POSITION ( CM ) 0.2 0.4 0.6 0 1.4 1.2 122 1.0 07 0.8 T T T T 1 T 0.4 0.2 0.2 0.4 0.6 0 1 0 10 20 ↑ ICE PROFILE AT FAILURE 30 40 HORIZONTAL POSITION ( CM ) ICE PROFILE AT ...
Page 244
... Vertical Forces at High Velocities ( 0-31 kPa ) present . The effect of waterline diameter at the lower three speeds with the thickness of 32 mm is shown in Figure 8 ( Nos . 3 , 4 , 16 ) . It shows a decrease of both horizontal and vertical ...
... Vertical Forces at High Velocities ( 0-31 kPa ) present . The effect of waterline diameter at the lower three speeds with the thickness of 32 mm is shown in Figure 8 ( Nos . 3 , 4 , 16 ) . It shows a decrease of both horizontal and vertical ...
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