Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 2American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 16
... considered : ( 1 ) A fatigue failure at any joint where there is a stress concentration . ( 2 ) A ductile fracture due to the quasi - static load exceeding the ultimate strength in any element of a member . ( 3 ) A brittle fracture in ...
... considered : ( 1 ) A fatigue failure at any joint where there is a stress concentration . ( 2 ) A ductile fracture due to the quasi - static load exceeding the ultimate strength in any element of a member . ( 3 ) A brittle fracture in ...
Page 93
... considered in this analysis , their product was calculated to arrive at individual accident sequence frequencies . These frequencies were then used along with the consequence estimates discussed next to arrive at the risk estimate for ...
... considered in this analysis , their product was calculated to arrive at individual accident sequence frequencies . These frequencies were then used along with the consequence estimates discussed next to arrive at the risk estimate for ...
Page 462
... considered joint once in the considered time interval with a relatively small inspection effort . Table 3. Sensitivity analysis of inspection planning . Finally updating of the inspection strategy is considered . At the first inspection ...
... considered joint once in the considered time interval with a relatively small inspection effort . Table 3. Sensitivity analysis of inspection planning . Finally updating of the inspection strategy is considered . At the first inspection ...
Contents
Stochastic Storm Profiles for Strain Accumulation in Clay | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 6 |
Probabilistic Analysis of Local Ice Pressures | 7 |
Copyright | |
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applied approach approximation Arctic assessment assumed blast calculated coefficient coefficient of variation component computed considered correlation cost crack growth damage defined density deterministic developed distribution drilling effect element Engineering environmental equation error estimated evaluation event extreme factors failure mode failure probability fatigue crack Figure forces fracture mechanics frequency given global hindcast initial inspection joint limit state function linear load Lognormal maximum mean value measurements method normal distribution obtained Offshore Structures operations optimal panel parameters pipeline Piper Alpha plastic platform predicted pressure probabilistic probability density function probability distribution probability of failure procedure random variables reliability analysis reliability index repair response risk S-N curve sample ship simulation spectral spectral density standard deviation statistical steel stochastic storm STRELAS strength stress range structural reliability structural system system reliability Table tendon uncertainty vector Weibull distribution weld