Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 141
... stress concentration factor in tubular threaded connections based on these results . A comparison is made between the theoretical predictions of local stress based on this equation and published experimental results obtained from a ...
... stress concentration factor in tubular threaded connections based on these results . A comparison is made between the theoretical predictions of local stress based on this equation and published experimental results obtained from a ...
Page 142
... stress distribution is the determination of the stress concentration factors ( SCFs ) , since the stress at the root of a tooth is not proportional to the load acting on the tooth i.e. the SCF varies from tooth to tooth . This occurs ...
... stress distribution is the determination of the stress concentration factors ( SCFs ) , since the stress at the root of a tooth is not proportional to the load acting on the tooth i.e. the SCF varies from tooth to tooth . This occurs ...
Page 143
... stress for each tooth , which is the product of the nominal stress at each tooth and the appropriate SCF . The values of critical local stress are plotted against root radius in Figure 8. It is obvious that increasing the root radius ...
... stress for each tooth , which is the product of the nominal stress at each tooth and the appropriate SCF . The values of critical local stress are plotted against root radius in Figure 8. It is obvious that increasing the root radius ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel wave weight wire