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 29
For ships bow - area loads generated under high speed operations - the so - called slamming forces - may need to be ... R ( t ) Load Q Upcrossing Event Q > r Extreme Value Distribution Barrier R = r Figure 3 - Reduction of structural ...
For ships bow - area loads generated under high speed operations - the so - called slamming forces - may need to be ... R ( t ) Load Q Upcrossing Event Q > r Extreme Value Distribution Barrier R = r Figure 3 - Reduction of structural ...
Page 112
с that constituted 0.01 of the total for the year was applied going from the highest load range to the lowest . This was repeated 100 times when the year's worth of cycles were completed . The size of the pipe used was taken from the ...
с that constituted 0.01 of the total for the year was applied going from the highest load range to the lowest . This was repeated 100 times when the year's worth of cycles were completed . The size of the pipe used was taken from the ...
Page 196
FRACTURE CRITERION Nonetheless , many cracks will grow into the hull structure under fatigue loading , and when they see a high load due to extreme environmental and loading conditions , they might lead to fracture and hence failure ...
FRACTURE CRITERION Nonetheless , many cracks will grow into the hull structure under fatigue loading , and when they see a high load due to extreme environmental and loading conditions , they might lead to fracture and hence failure ...
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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