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 105
... performed assuming a surface breaking defect located along the transverse butt weld in the flange plate . Deterministic fatigue crack growth analyses were performed to obtain realistic crack aspect ratios versus number of cycles . The ...
... performed assuming a surface breaking defect located along the transverse butt weld in the flange plate . Deterministic fatigue crack growth analyses were performed to obtain realistic crack aspect ratios versus number of cycles . The ...
Page 279
... performed at the time TR then max Ex ( u ( e , O , z2 , X | e , 0 = 0 and z2 = repair at TR ) ] TR 1 1 max { Bo ( 1 + r ) To â Pjr ( TR ) CF ( 1 + r ) TM R 1 - CR ( 1 + r ) Ta } = ( P } , ( TL ) â PÆ , ( TR ) ) CF ( 1 + r ) Tz - CR ( 1 ...
... performed at the time TR then max Ex ( u ( e , O , z2 , X | e , 0 = 0 and z2 = repair at TR ) ] TR 1 1 max { Bo ( 1 + r ) To â Pjr ( TR ) CF ( 1 + r ) TM R 1 - CR ( 1 + r ) Ta } = ( P } , ( TL ) â PÆ , ( TR ) ) CF ( 1 + r ) Tz - CR ( 1 ...
Page 449
... performed ba- sed on authentic data . In order to perform the failure probabi- lity estimation with due account of the presence of both time- invariant random variables ( e.g. material properties ) , slowly varying random processes ...
... performed ba- sed on authentic data . In order to perform the failure probabi- lity estimation with due account of the presence of both time- invariant random variables ( e.g. material properties ) , slowly varying random processes ...
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