Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 1
The riser configurations have been examined for both ultimate limit state and fatigue limit state conditions . The static / dynamic extreme storm analysis and fatigue analysis are discussed and results are presented .
The riser configurations have been examined for both ultimate limit state and fatigue limit state conditions . The static / dynamic extreme storm analysis and fatigue analysis are discussed and results are presented .
Page 4
Ultimate Limit State Total length of riser from top end to riser anchor point is 875m . Wall thickness is 25mm in upper 360m and 16mm in lower 515m lengths . Top angle varies from 11 ° to 25 ° from vertical under static loads .
Ultimate Limit State Total length of riser from top end to riser anchor point is 875m . Wall thickness is 25mm in upper 360m and 16mm in lower 515m lengths . Top angle varies from 11 ° to 25 ° from vertical under static loads .
Page 228
then describes the progress of corrosion at different “ elements ” each being associated with a different element - related variable . Consider now a specific structural limit state for a given structural segment containing / “ elements ...
then describes the progress of corrosion at different “ elements ” each being associated with a different element - related variable . Consider now a specific structural limit state for a given structural segment containing / “ elements ...
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acceptable analysis applied approach assessment associated assumed calculated coefficient combined components considered corresponding corrosion cost crack criteria damage dependent depth determined developed directional distribution dynamic effect element Engineering environmental equation estimate evaluated example expected expressed extreme factor failure fatigue Figure force frequency function fuzzy given important increase initial inspection limit load loss maintenance marine maximum mean measures Mechanics method motion normal observed obtained offshore operations parameters peak performed period pipe pipeline platform possible prediction present probability procedure production random range relative reliability represented response return period riser risk safety ship shown shows significant simulation spectral spectrum statistical steel storm strength stress structure surface Table theory typical uncertainty variables wave height wind