Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 4American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 175
... BEAM RESPONSE To assess our fluid influence matrix , a series of tests was done to measure the response of a floating ice beam to a vertical impulsive force at one end . The beams were either 54 mm or 60 mm thick and 305 mm wide . The ...
... BEAM RESPONSE To assess our fluid influence matrix , a series of tests was done to measure the response of a floating ice beam to a vertical impulsive force at one end . The beams were either 54 mm or 60 mm thick and 305 mm wide . The ...
Page 179
... beam lengths , and ( b ) impact forces with respect to beam length for constant velocities . 3 x 103 Force ( N ) 2 0.02 0.04 0.06 Time ( s ) 0.08 0.10 14 x 103 , Experimental Data 12 Length = 0.305 m Numerical Data = 3.048 m 1.219 2.134 ...
... beam lengths , and ( b ) impact forces with respect to beam length for constant velocities . 3 x 103 Force ( N ) 2 0.02 0.04 0.06 Time ( s ) 0.08 0.10 14 x 103 , Experimental Data 12 Length = 0.305 m Numerical Data = 3.048 m 1.219 2.134 ...
Page 180
... beam lengths . ( b ) Peak force - versus - beam length at constant velocities . 20 x 103 250 x 103 500 x 103 16 BOAD = Length 3.048 m 2.134 Force ( N ) 12 ∞ T 2.134 3.048 1.219 1.219 0.305 0.305 Force ( F / pwgwhL ) 4 2 Experimental ...
... beam lengths . ( b ) Peak force - versus - beam length at constant velocities . 20 x 103 250 x 103 500 x 103 16 BOAD = Length 3.048 m 2.134 Force ( N ) 12 ∞ T 2.134 3.048 1.219 1.219 0.305 0.305 Force ( F / pwgwhL ) 4 2 Experimental ...
Contents
ICEENVIRONMENT STATISTICS | 1 |
Seasonal Ice Cover Variability in a Coupled IceOcean Model for the Arctic Ocean | 11 |
An Illustration of Theoretical and Empirical Errors and the Effect of the Resolution of the | 21 |
Copyright | |
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analysis angle Arctic/Polar Technology ASME beam Beaufort Sea berm brine calculated Canada Cold Regions compressive conducted crack creep Croasdale curves deflection density displacement drag drag coefficient effect elastic equation evaporator experimental failure finite element flexural floe flow fluid form drag fracture toughness freezing frequency friction coefficient heat transfer ice cover ice forces ice load ice movement ice plates ice rubble ice sheet ice thickness increase indentor Laboratory layer length linear maximum mode offshore structure OMAE panels parameters permafrost pile plane strain plastic Plastic Analysis plotted Poisson's Ratio pore pressure predictions ratio Research Ride-Up ridge rubble field salinity samples scale sea ice sensors shear shear strength shear stress shown in Figure simulation snow soil spray ice strain rate strength stress surface Technology ASME 1992 temperature thaw thaw depth thermal thermosyphon Timco tube Tuktoyaktuk values velocity vertical