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 184
... failure pressure across the structure . These five are by no means the only models available in the industry [ e.g. 1,2,10,12,19,27 ] . However , these five models cover essentially all the important known approaches and are ...
... failure pressure across the structure . These five are by no means the only models available in the industry [ e.g. 1,2,10,12,19,27 ] . However , these five models cover essentially all the important known approaches and are ...
Page 340
... failure " throughout testing , with no detectable elastic strain , or an initial failure stress . Therefore , measured stress paths should be considered to be moving along failure envelops . This behaviour disagrees with an elastic ...
... failure " throughout testing , with no detectable elastic strain , or an initial failure stress . Therefore , measured stress paths should be considered to be moving along failure envelops . This behaviour disagrees with an elastic ...
Page 402
... failure , the ratio of intermediate and major principal stresses is the coefficient of approximately equal to shear earth pressure at rest , Ko . During the present experimental program , it was observed that in passive compression ...
... failure , the ratio of intermediate and major principal stresses is the coefficient of approximately equal to shear earth pressure at rest , Ko . During the present experimental program , it was observed that in passive compression ...
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