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 11
Figure 5 : Results of Analysis of Slope , a , for log p . vs. x Plots . Pressure , x ( MPa ) Figure 6 : Probability. APPLICATION An initial analysis of the data for the Kigoriak and Polar Sea has been carried out . This included plots ...
Figure 5 : Results of Analysis of Slope , a , for log p . vs. x Plots . Pressure , x ( MPa ) Figure 6 : Probability. APPLICATION An initial analysis of the data for the Kigoriak and Polar Sea has been carried out . This included plots ...
Page 111
... Figure 7 and Figure 8 for normalised and QT steel respectively . The joint probability of failure , including the probability of actually hitting the LBZ's , are shown in Figure 9 and Figure 10. The figures also show the effect of ...
... Figure 7 and Figure 8 for normalised and QT steel respectively . The joint probability of failure , including the probability of actually hitting the LBZ's , are shown in Figure 9 and Figure 10. The figures also show the effect of ...
Page 112
... Figure 7 and Figure 8. From Figure 6 it is seen that the grain coarsened HAZ CTOD ( HIT ) fracture toughness of the QT steel is slightly better than that of the normalised steel . The higher toughness appears to compensate for the ...
... Figure 7 and Figure 8. From Figure 6 it is seen that the grain coarsened HAZ CTOD ( HIT ) fracture toughness of the QT steel is slightly better than that of the normalised steel . The higher toughness appears to compensate for the ...
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