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 112
... applied . The plate solution could only be used assuming a pure tension loading because a bending load would be across the thickness of the plate and bending in a pipe is not across a thickness but rather across a diameter . Stress ...
... applied . The plate solution could only be used assuming a pure tension loading because a bending load would be across the thickness of the plate and bending in a pipe is not across a thickness but rather across a diameter . Stress ...
Page 113
... applied or with only tension loads applied . A plate solution with a surface flaw was also used ; it had only tension loading . The crack shape included surface length to crack depth ratios , 2c / a , of both 10 and 20 . Also for one ...
... applied or with only tension loads applied . A plate solution with a surface flaw was also used ; it had only tension loading . The crack shape included surface length to crack depth ratios , 2c / a , of both 10 and 20 . Also for one ...
Page 377
... applied . Maximum and minimum values of the current to be applied in the analysis is specified by the analyst ( in terms of current magnitudes or alternatively in terms of return periods ) . Furthermore , the number of velocity ...
... applied . Maximum and minimum values of the current to be applied in the analysis is specified by the analyst ( in terms of current magnitudes or alternatively in terms of return periods ) . Furthermore , the number of velocity ...
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amplitude applied approach Arctic Engineering assessment Bay of Campeche calculated coefficient components Conference on Offshore considered corrosion cost crack growth criteria damage deck defect distribution dynamic effect element equation estimate evaluated evidential reasoning approach factor fatigue Figure FPSO frequency function fuzzy given Guedes Soares hydrostatic test inspection planning installation jack-up linear maintenance marine maximum Mechanics and Arctic method monopod nonlinear North West Shelf obtained Offshore Mechanics offshore structures operations optimal parameters peak pipe pipeline prediction probabilistic probability density probability density function probability of failure procedure random variables reliability analysis reliability index response return period Rio de Janeiro riser risk risk based inspection safety seismic ship significant wave height simulation spectral spectrum statistical steel storm stress structural reliability subsea surface Table temperature theory ultimate strength uncertainty valves velocity water depth Weibull distribution wind