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 154
improve the methods of predicting , their fatigue performance ; and refinement of cost estimates to include research and development , marine operations , mechanical components , etc. , especially during the selection of a final tether ...
improve the methods of predicting , their fatigue performance ; and refinement of cost estimates to include research and development , marine operations , mechanical components , etc. , especially during the selection of a final tether ...
Page 273
FATIGUE DAMAGE In design codes the fatigue strength of concrete depends on the mean stress level , unlike the fatigue strength of welded steel structures . Here the fatigue calculations are based on the empirical equation given in the ...
FATIGUE DAMAGE In design codes the fatigue strength of concrete depends on the mean stress level , unlike the fatigue strength of welded steel structures . Here the fatigue calculations are based on the empirical equation given in the ...
Page 397
The results from the finite element analysis demonstrated that the wellhead hang - off area with increased radius and the wellhead / 20 in extension joint region had fatigue lives in excess of the required 20 years . designs The third ...
The results from the finite element analysis demonstrated that the wellhead hang - off area with increased radius and the wellhead / 20 in extension joint region had fatigue lives in excess of the required 20 years . designs The third ...
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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