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 |
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