Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 2American Society of Mechanical Engineers, 1992 - Arctic regions |
From inside the book
Results 1-3 of 75
Page 111
... Crack depth a Crack length 2c 226 SYMBOL DISTRIBUTION PARAMETERS WEI ( 0.846 , 4.158 , 0.0 ) mm WEI ( 4.078 , 1.555 , 0.0 ) mm FIXED . Incr . values from appr . 1.0 mm FIXED . Determined by crack growth 1E0 NOHIT 1E - 1 HIT HITCOR 1E ...
... Crack depth a Crack length 2c 226 SYMBOL DISTRIBUTION PARAMETERS WEI ( 0.846 , 4.158 , 0.0 ) mm WEI ( 4.078 , 1.555 , 0.0 ) mm FIXED . Incr . values from appr . 1.0 mm FIXED . Determined by crack growth 1E0 NOHIT 1E - 1 HIT HITCOR 1E ...
Page 229
... crack size an can then be fitted . Its mean value is Han = √ ° afon ( a ) da ≈ · [ afox · [ ° • [ −ẞ ( a ) ] da Particularly , its median value än follows B ( ĀN ) = 0 ( 26 ) ( 27 ) The critical crack size a , may be determined by ...
... crack size an can then be fitted . Its mean value is Han = √ ° afon ( a ) da ≈ · [ afox · [ ° • [ −ẞ ( a ) ] da Particularly , its median value än follows B ( ĀN ) = 0 ( 26 ) ( 27 ) The critical crack size a , may be determined by ...
Page 266
... crack increment in one cycle is generally small compared to the crack size , and the relation is consequently written as , da dN = C ( AK ) m AK > 0 ( 2 ) where N is the number of stress cycles . The range of the stress intensity factor ...
... crack increment in one cycle is generally small compared to the crack size , and the relation is consequently written as , da dN = C ( AK ) m AK > 0 ( 2 ) where N is the number of stress cycles . The range of the stress intensity factor ...
Contents
Stochastic Storm Profiles for Strain Accumulation in Clay | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 6 |
Probabilistic Analysis of Local Ice Pressures | 7 |
Copyright | |
55 other sections not shown
Other editions - View all
Common terms and phrases
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