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 269
... ANGLE O ( c ) 120 NUI = 0.4 Ø = 5 ° 30 30 c = 7.5 cm b = 0.5 m | = 30cm 10 120 30 5+ 1 = 20cm ↑ Kic O 40 50 60 70 80 90 WEDGE ANGLE O Background Stress 800 Po Crack Propagating Stress vs. Critical Stress Intensity Factor Acting on a 45 ...
... ANGLE O ( c ) 120 NUI = 0.4 Ø = 5 ° 30 30 c = 7.5 cm b = 0.5 m | = 30cm 10 120 30 5+ 1 = 20cm ↑ Kic O 40 50 60 70 80 90 WEDGE ANGLE O Background Stress 800 Po Crack Propagating Stress vs. Critical Stress Intensity Factor Acting on a 45 ...
Page 402
... angle of associated with the shearing resistance are volume expansion which takes place under small normal stresses . At high values of normal stresses , the shearing resistance is higher , but the rate of increase in the values of ...
... angle of associated with the shearing resistance are volume expansion which takes place under small normal stresses . At high values of normal stresses , the shearing resistance is higher , but the rate of increase in the values of ...
Page 403
... angle to the direction of shear stress . When considering an assemblage of grains , one has to recognize that particle displacements are not independent from the displacements of particles on either side . The movement is also ...
... angle to the direction of shear stress . When considering an assemblage of grains , one has to recognize that particle displacements are not independent from the displacements of particles on either side . The movement is also ...
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