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 30
... assumed for both the elastic and viscoelastic models . MATHEMATICAL CORRELATIONS It follows from the assumption of linearity that both modeled stress and deflection for a particular set of input parameters are directly proportional to ...
... assumed for both the elastic and viscoelastic models . MATHEMATICAL CORRELATIONS It follows from the assumption of linearity that both modeled stress and deflection for a particular set of input parameters are directly proportional to ...
Page 216
... assumed to consist of the following three components : 1 ) grooving 2 ) breaking the junctions of water drops between the surfaces , i.e. water drop adhesion 3 ) viscous shear of the water layer between the surfaces , and ice melting ...
... assumed to consist of the following three components : 1 ) grooving 2 ) breaking the junctions of water drops between the surfaces , i.e. water drop adhesion 3 ) viscous shear of the water layer between the surfaces , and ice melting ...
Page 232
... assumed constant . The distance between ice teeth , the pitch , is assumed to be a constant P. Each ice tooth exhibits linear elastic deformation provided there is contact and provided that a maximum displacement Amax is not reached ...
... assumed constant . The distance between ice teeth , the pitch , is assumed to be a constant P. Each ice tooth exhibits linear elastic deformation provided there is contact and provided that a maximum displacement Amax is not reached ...
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