Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 2002 - Arctic regions |
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Page 365
... mean value for the 12 steel models yields a mean value only 1.8 % above unity with a coefficient of variation ( CoV ) equal to 2.65 % . No strong dependency with internal pressure or with slenderness is apparent . For titanium the ...
... mean value for the 12 steel models yields a mean value only 1.8 % above unity with a coefficient of variation ( CoV ) equal to 2.65 % . No strong dependency with internal pressure or with slenderness is apparent . For titanium the ...
Page 571
... mean minus two standard deviation value of yield strength of a log - normal distribution -3/2 Trials were carried ... Mean fracture toughness values of 3000 , 1500 and 800 N - mm were used with a Weibull distribution and COVS of 0.2 and ...
... mean minus two standard deviation value of yield strength of a log - normal distribution -3/2 Trials were carried ... Mean fracture toughness values of 3000 , 1500 and 800 N - mm were used with a Weibull distribution and COVS of 0.2 and ...
Page 649
... mean hazard curve is the weighted average of all paths in the logic tree ; that is , it provides the expected value of the exceedance probability for a given load value . The mean hazard curve is of special interest because it accounts ...
... mean hazard curve is the weighted average of all paths in the logic tree ; that is , it provides the expected value of the exceedance probability for a given load value . The mean hazard curve is of special interest because it accounts ...
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Common terms and phrases
alloys analysis applied approximately assessment bending calculated carried coating compared composite compressive considered corrosion crack crack growth curve cycles damage defect deformation depth determined developed direction distribution effect element Engineering equation estimated evaluation experience factor failure fatigue field Figure flaw flexible fracture function geometry given Grade heat higher hydrogen important increase initial installation insulation integrity International joint length limit load locations lower material maximum mean measured mechanical method observed obtained Offshore operation parameters performed pipe plate predicted present pressure problem procedure production properties range reliability residual resistance respectively riser rope safety samples shown shows side simulation solution specimens standard steel strain strength stress structure surface Table temperature tensile tension thermal thickness titanium toughness uncertainties variables weld