Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 2American Society of Mechanical Engineers, 1990 - Arctic regions |
From inside the book
Results 1-3 of 47
Page 173
... Initial Crack Size Distributions . All of the results presented used a fixed initial crack size . In the field the actual crack size will not be known . If one replaces the fixed initial crack size with a distribution to reflect a lack ...
... Initial Crack Size Distributions . All of the results presented used a fixed initial crack size . In the field the actual crack size will not be known . If one replaces the fixed initial crack size with a distribution to reflect a lack ...
Page 254
... initial value of stress bias , in addition to other statistics and the deterministic life estimates . However , it appears reasonable to set the initial inspection sample size based on an upper bound bias of 1.0 and to update bias and ...
... initial value of stress bias , in addition to other statistics and the deterministic life estimates . However , it appears reasonable to set the initial inspection sample size based on an upper bound bias of 1.0 and to update bias and ...
Page 312
... initial jacket cost is sensitive to the prescribed safety level while IMR and expected failure consequential costs shows only a small variation with ẞmin . This together with the fact that initial cost is the largest component of ...
... initial jacket cost is sensitive to the prescribed safety level while IMR and expected failure consequential costs shows only a small variation with ẞmin . This together with the fact that initial cost is the largest component of ...
Contents
Investigation of the Ergodicity Assumption for Sea States in the Reliability Assessment of Offshore | 1 |
OFFSHORE TECHNOLOGY PART | 33 |
Extreme Forces on Large AxiSymmetric Offshore Structures in Directional Seas | 49 |
Copyright | |
16 other sections not shown
Other editions - View all
Common terms and phrases
amplitude applied assessment assumed axial basic variables behaviour calculated coefficient component computed considered corrosion cost crack depth crack growth rate CTOD curve defect deterministic drag force effects Engineering environmental equation estimated evaluated extreme failure mode failure probability fatigue crack growth fatigue damage fatigue failure fatigue reliability fatigue strength Figure fracture mechanics fracture toughness frequency Gaussian geometry hindcast initial inspection instability load integration limit state function linear Lognormal LRFD material maxima maximum mean value method nonlinear normal normal distribution North Sea obtained offshore structures parameters platform predicted pressure probabilistic probability density function probability distribution quadratic random variable ratio reliability analysis reliability index residual stresses response risk S-N curve safety sea-state significant wave height simulation spectral standard deviation statistical stochastic storm stress intensity factor stress range Table tension tether tubular joints variation vector weld weldments