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 71
... shows the load displacement response and Figure 14 shows the predicted pattern of excess pore pressures set up by skirt insertion for the various cases studied . Highest pore pressures are concentrated near the skirt tip . Interestingly ...
... shows the load displacement response and Figure 14 shows the predicted pattern of excess pore pressures set up by skirt insertion for the various cases studied . Highest pore pressures are concentrated near the skirt tip . Interestingly ...
Page 175
... shows schematically a typical test arrangement . After the short duration load was applied , the free vibrations of the beam were recorded by the LVDTs . Figure 5a shows a typical force - versus - time trace from the tests , and Figure 5b ...
... shows schematically a typical test arrangement . After the short duration load was applied , the free vibrations of the beam were recorded by the LVDTs . Figure 5a shows a typical force - versus - time trace from the tests , and Figure 5b ...
Page 270
... shows the effect of decreasing the size of the wedge on the analysis for a constant fracture toughness of 90 kPa m3 . Figure 10 shows different sizes of elements and crack lengths plotted against P1 and length of wedge c . Note that a ...
... shows the effect of decreasing the size of the wedge on the analysis for a constant fracture toughness of 90 kPa m3 . Figure 10 shows different sizes of elements and crack lengths plotted against P1 and length of wedge c . Note that a ...
Contents
ICEENVIRONMENT STATISTICS | 1 |
Characteristics of Newly Formed Ice Gouges in the Beaufort Sea Alaska | 15 |
Probabilistic Modeling of Material Strength | 21 |
Copyright | |
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analysis angle Arctic Arctic/Polar Technology ASME beam Beaufort Sea berm calculated Canada Cold Regions comparison component condenser conducted cone conical structures crack Croasdale deflection density depth discrete element method displacement drag drag coefficient dynamic effect elastic Engineering equation evaporator experimental finite element flexural floe flow fluid form drag fracture toughness frequency friction coefficient glacier heat flux heat transfer ice cover Ice Forces ice loads ice plates ice rubble ice sheet ice thickness impact indentation indentor keel Laboratory layer length linear maximum measured forces mode offshore structure OMAE panels parameters permafrost plane strain Plastic Plastic Analysis plotted predictions ratio Ride-Up ridge rubble field scale scour sea ice sensors shear shown in Figure simulation soil solution spectral density spray ice stress surface Technology ASME 1992 temperature test data thaw thaw depth thermal Thermistor thermosyphon tube values velocity vertical