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 206
... Factor For a multiple crack problem , the stress intensity factor for each crack is influenced by the presence of the other cracks . This influence is generally quantified in terms of the interaction factor , which is denoted by y . The ...
... Factor For a multiple crack problem , the stress intensity factor for each crack is influenced by the presence of the other cracks . This influence is generally quantified in terms of the interaction factor , which is denoted by y . The ...
Page 320
... factor according to the DNV design code . The approximate " total " safety factor is given by Eq . 6 and the installation tension ( test load ) required to achieve this safety factor is given by Eq . 5 . Assuming that the soil consists ...
... factor according to the DNV design code . The approximate " total " safety factor is given by Eq . 6 and the installation tension ( test load ) required to achieve this safety factor is given by Eq . 5 . Assuming that the soil consists ...
Page 366
... factor should also be applied to the bending moment and axial force capacities for risers with internal overpressure . Table 3 presents the model uncertainty factor , predicted by the FE models , for titanium using the existing design ...
... factor should also be applied to the bending moment and axial force capacities for risers with internal overpressure . Table 3 presents the model uncertainty factor , predicted by the FE models , for titanium using the existing design ...
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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