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 27
... ( Equation 2 only ) = = positive constants , psi ( Equation 2 only ) ice thickness , in . K = Kof { T } Ko = K ( t ) = proportionality constant , psi bulk modulus , psi ( Equation 1 only ) positive constants , psi ( Equation 1 only ) K1 ...
... ( Equation 2 only ) = = positive constants , psi ( Equation 2 only ) ice thickness , in . K = Kof { T } Ko = K ( t ) = proportionality constant , psi bulk modulus , psi ( Equation 1 only ) positive constants , psi ( Equation 1 only ) K1 ...
Page 391
... equation ( 2 ) may be written as : ( ) - α Y ( t ) = Yult 1+ ( 는 ) 이 ( 3 ) α The parameter t * is the time when Y = Yult . 2 For an idealized soil Yult depends only on the pressure p which may be represented by a power law . Yult ...
... equation ( 2 ) may be written as : ( ) - α Y ( t ) = Yult 1+ ( 는 ) 이 ( 3 ) α The parameter t * is the time when Y = Yult . 2 For an idealized soil Yult depends only on the pressure p which may be represented by a power law . Yult ...
Page 417
... equation 4d . We may now implement a finite difference scheme to approximate the time derivative . First we define matrices [ P1 ] , [ A ] , and such that : [ P1 ] = ( [ C ] + [ C1 ] ) - ( 1 - ) At ( [ Ka ] + [ K © ] ) [ A1 ] = ( [ C ] ...
... equation 4d . We may now implement a finite difference scheme to approximate the time derivative . First we define matrices [ P1 ] , [ A ] , and such that : [ P1 ] = ( [ C ] + [ C1 ] ) - ( 1 - ) At ( [ Ka ] + [ K © ] ) [ A1 ] = ( [ C ] ...
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