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
... assumed to be " dominated " by tensile loading . Three failure modes are 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 ...
... assumed to be " dominated " by tensile loading . Three failure modes are 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 ...
Page 401
... assumed . As a base case , it is assumed that each blastwall loses its stated fire resistance after being subject to the initial blast . However , in cases denoted C ' , E ' , F ' , G ' , it will be assumed that each blastwall retains ...
... assumed . As a base case , it is assumed that each blastwall loses its stated fire resistance after being subject to the initial blast . However , in cases denoted C ' , E ' , F ' , G ' , it will be assumed that each blastwall retains ...
Page 451
... assumed Log - normal with a coefficient of variation equal to 0.25 . ao , C and Kic are assumed to be independent . A second type of uncertainty originates in the difficulties which are related to the calculation of the geometry stress ...
... assumed Log - normal with a coefficient of variation equal to 0.25 . ao , C and Kic are assumed to be independent . A second type of uncertainty originates in the difficulties which are related to the calculation of the geometry stress ...
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