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
REDUCING THE LOCAL STRESSES IN THREADED TETHER CONNECTIONS A. Newport and G. Glinka London Centre for Marine ... ABSTRACT INTRODUCTION The effect of changing an element of thread geometry on the maximum local stress occurring in a ...
REDUCING THE LOCAL STRESSES IN THREADED TETHER CONNECTIONS A. Newport and G. Glinka London Centre for Marine ... ABSTRACT INTRODUCTION The effect of changing an element of thread geometry on the maximum local stress occurring in a ...
Page 142
( 1 ) Si where An analytical approach to determine the distribution of local stress in a threaded connection is complex ... appear to have been published for the distribution of the maximum local stresses that occur near each tooth ...
( 1 ) Si where An analytical approach to determine the distribution of local stress in a threaded connection is complex ... appear to have been published for the distribution of the maximum local stresses that occur near each tooth ...
Page 143
Therefore it can be concluded that there is a critical thickness below which the critical local stress increases ... stresses . It can also be seen from Figure 4 that SCF decreases and becomes almost constant as the ratio of axial load ...
Therefore it can be concluded that there is a critical thickness below which the critical local stress increases ... stresses . It can also be seen from Figure 4 that SCF decreases and becomes almost constant as the ratio of axial load ...
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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 unit vane vessel wave weight wire