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 317
... calculated k - year ( say , k = 100 ) forces . However , it is still useful to limit the magnitude of errors introduced by factors , such as calculation methods , over which the analyst has direct control . ice This paper addresses the ...
... calculated k - year ( say , k = 100 ) forces . However , it is still useful to limit the magnitude of errors introduced by factors , such as calculation methods , over which the analyst has direct control . ice This paper addresses the ...
Page 77
... calculated pipe end location after the deflection and prior to the final alignment and connection differs by approximately 10 m and the calculated curvature is 19 m ( 16 % ) tighter than the actual recorded curvature . This example ...
... calculated pipe end location after the deflection and prior to the final alignment and connection differs by approximately 10 m and the calculated curvature is 19 m ( 16 % ) tighter than the actual recorded curvature . This example ...
Page 83
... calculated as 3.5 ft and the most probable displacement is about 0 ft . For 20 years of exposure , the expected pipe cumulative displacement is found to be 18.3 ft and the most probable displacement is also about 0 ft . Figure 8 ...
... calculated as 3.5 ft and the most probable displacement is about 0 ft . For 20 years of exposure , the expected pipe cumulative displacement is found to be 18.3 ft and the most probable displacement is also about 0 ft . Figure 8 ...
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