Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 7, Parts 4-6American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 194
... increase in stress is still required to propagate a crack of a given length after it has formed . The load bearing capacity of a given structure can be found for a given crack length by knowing a material's resis- tance to fracture by ...
... increase in stress is still required to propagate a crack of a given length after it has formed . The load bearing capacity of a given structure can be found for a given crack length by knowing a material's resis- tance to fracture by ...
Page 244
... increases from 1.08 m to 1.28 m , and an increase when the waterline diameter increases from 1.28 m to 1.48 m . AVERAGE FORCE ( N ) 120.00 60.00 00 00 25.00 Fig . 6a 33.00 41.00 49.00 CONE ANGLE ( DEG ) 57.00 65.00 The Effect of Cone ...
... increases from 1.08 m to 1.28 m , and an increase when the waterline diameter increases from 1.28 m to 1.48 m . AVERAGE FORCE ( N ) 120.00 60.00 00 00 25.00 Fig . 6a 33.00 41.00 49.00 CONE ANGLE ( DEG ) 57.00 65.00 The Effect of Cone ...
Page 293
... increase in at any given speed would imply lower heat transfer coefficients , and therefore lower air or water velocities , the trend is to be expected . However , an increase in also reduces the cycle power , and thus leads to the ...
... increase in at any given speed would imply lower heat transfer coefficients , and therefore lower air or water velocities , the trend is to be expected . However , an increase in also reduces the cycle power , and thus leads to the ...
Contents
ICE PROPERTIESII | 31 |
The Growth of EGADS Model Ice in a Small Tank | 47 |
ICE DRIFT AND DYNAMICS | 69 |
Copyright | |
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analysis angle Arctic Arctic Engineering average axial beam Beaufort Sea bending Bering Sea buckling calculated compressive Conference on Offshore corrosion crack creep curve cylinder deflection deformation density depth developed dew point diameter displacement dynamic effect elastic equation experimental failure finite element flow fracture fracture toughness free span function horizontal ice force ice loads ice sheet ice velocity icebreaking impact increase layer length lift force linear material maximum measured Mechanics and Arctic method nodal analysis normal force Offshore Mechanics operating parameters pipe pipeline plastic predicted presented pressure PVDF ratio ray tracing regular waves riser samples SCADA scour sea ice seabed Seventh International Conference shear ship shown in Figure simulation soil specimen spray ice steel strain gauges strain rate stress structure surface temperature tensile thermosyphon thickness tion values vertical welding zone