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 143
... Figure 4 that SCF decreases and becomes almost constant as the ratio of axial load to tooth load increases . Figure 5 shows the distribution of nominal stress in the pin and Figure 6 the value of the ratio of axial load to tooth load ...
... Figure 4 that SCF decreases and becomes almost constant as the ratio of axial load to tooth load increases . Figure 5 shows the distribution of nominal stress in the pin and Figure 6 the value of the ratio of axial load to tooth load ...
Page 207
... Figures 2 and 3 show the effect of compressibility on the excess porewater pressure for the case 1A where So = 0.0 and P = 0.0 , respectively , while Figure 4 considers the combined case where So = Ο 0.5 P. Figures 5 , 6 and 7 record ...
... Figures 2 and 3 show the effect of compressibility on the excess porewater pressure for the case 1A where So = 0.0 and P = 0.0 , respectively , while Figure 4 considers the combined case where So = Ο 0.5 P. Figures 5 , 6 and 7 record ...
Page 502
... Figures 8 and 9 [ 5 ] . Comparisons of test and analysis results are given in Figures 10-12 . Figure 10 shows close agreement in the tension - axial strain plots , while Figure 11 shows a small difference in the tension - torque plots ...
... Figures 8 and 9 [ 5 ] . Comparisons of test and analysis results are given in Figures 10-12 . Figure 10 shows close agreement in the tension - axial strain plots , while Figure 11 shows a small difference in the tension - torque plots ...
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