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
... tension and bending component of stress , respectively . For the case where only a stress value is given with no specification of whether it is tension or bending , the K solution uses only a tension solution . This is the first term of ...
... tension and bending component of stress , respectively . For the case where only a stress value is given with no specification of whether it is tension or bending , the K solution uses only a tension solution . This is the first term of ...
Page 314
... tension field discrepancies . Similar to the 200 ° C simulation , a significant part of the tension field is anchored in the flanges . in the simulations , whereas this beneficial effect seems to be almost absent in the test ...
... tension field discrepancies . Similar to the 200 ° C simulation , a significant part of the tension field is anchored in the flanges . in the simulations , whereas this beneficial effect seems to be almost absent in the test ...
Page 396
... tension is nearly in phase with the quasi- dynamic tension , and show limited increase , sometimes even a decrease , over the quasi - dynamic tension . In such case , detailed dynamic analysis can be omitted , and Safety Factors as ...
... tension is nearly in phase with the quasi- dynamic tension , and show limited increase , sometimes even a decrease , over the quasi - dynamic tension . In such case , detailed dynamic analysis can be omitted , and Safety Factors as ...
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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