## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |

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Page 121

thickness and

thickness and

**yield**stress in the unit that was tested . This information can be used to construct a joint probability density distribution describing the variability within these two properties . It is important to note that on making ...Page 126

11.5 12 14 14.5 12.5 13 13.5 Wall Thickness ( mm ) 1.2006 0 10 20 30 40 Time Figure 4a Probability density functions for

11.5 12 14 14.5 12.5 13 13.5 Wall Thickness ( mm ) 1.2006 0 10 20 30 40 Time Figure 4a Probability density functions for

**yield**strength Figure 6 Probability of failure due to fatigue crack growth Probability Density Functions for**Yield**...Page 171

... strength of the ships as well as the maximum bending moment for initial

... strength of the ships as well as the maximum bending moment for initial

**yielding**of the hull girder ( My ) . ... O yp and Oys are**yield**stresses of plate and stiffener , n is an as - welded parameter which defines the width nt of ...### What people are saying - Write a review

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acceptable analysis applied approach assessment associated assumed calculated coefficient combined components considered corresponding corrosion cost crack criteria damage dependent depth determined developed directional distribution dynamic effect element Engineering environmental equation estimate evaluated example expressed extreme factor failure fatigue Figure force frequency function fuzzy given important increase initial inspection limit load loss maintenance marine maximum mean measures Mechanics method motion normal observed obtained offshore operations parameters peak performed period pipe pipeline platform possible prediction present probability procedure production random range relative reliability represented response return period riser risk safety ship shown shows significant simulation spectral spectrum statistical steel storm strength stress structure surface Table theory typical uncertainty variables wave height wind