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 221
... table . As shown in Table 3 , the predictions performed by Eq . ( 5 ) are fairly good for the D / t ratios where the peak load strains obtained by the FEA are close to or greater than 1.0 % strain . This is because the n - values ...
... table . As shown in Table 3 , the predictions performed by Eq . ( 5 ) are fairly good for the D / t ratios where the peak load strains obtained by the FEA are close to or greater than 1.0 % strain . This is because the n - values ...
Page 282
... Table 1 . ENVIRONMENTAL DATA A typical North Sea set of environmental data is given in Table 3 . Length ( m ) Table 1 - Rope Data . Diameter ( mm ) Type 1 Type 2 800 650 186 160 MBL ( kN ) 9600 8300 Table 3 Hs ( m ) - Environmental Data ...
... Table 1 . ENVIRONMENTAL DATA A typical North Sea set of environmental data is given in Table 3 . Length ( m ) Table 1 - Rope Data . Diameter ( mm ) Type 1 Type 2 800 650 186 160 MBL ( kN ) 9600 8300 Table 3 Hs ( m ) - Environmental Data ...
Page 518
... Table 3 . The welding wire was in the vertical position and the laser beam in the horizontal position . Table 3 also shows details of plate only laser welded for comparison purposes . Dual process welding parameters were set to allow ...
... Table 3 . The welding wire was in the vertical position and the laser beam in the horizontal position . Table 3 also shows details of plate only laser welded for comparison purposes . Dual process welding parameters were set to allow ...
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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