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 133
... shows the schematic illustration of the partial gas burst test apparatus . The test pipes were placed on a bed of straw bales with the machined notch facing upwards . The test pipes were partially filled to 85 % with a mixture of brine ...
... shows the schematic illustration of the partial gas burst test apparatus . The test pipes were placed on a bed of straw bales with the machined notch facing upwards . The test pipes were partially filled to 85 % with a mixture of brine ...
Page 227
... show the same value . From the measurement of strains shown in Figs.4 , 5 and 6 , the strain at 80mm remote from the center was employed as the reference strain in subsequent discussion . Strain Figure 7 shows the comparison of nominal ...
... show the same value . From the measurement of strains shown in Figs.4 , 5 and 6 , the strain at 80mm remote from the center was employed as the reference strain in subsequent discussion . Strain Figure 7 shows the comparison of nominal ...
Page 230
... shows higher value than Steel B at the flaw front . In addition , the strain distribution in Steel C around the flaw front shows wider extension of high plastic strain area compared with that of Steel B. The differences in the maximum ...
... shows higher value than Steel B at the flaw front . In addition , the strain distribution in Steel C around the flaw front shows wider extension of high plastic strain area compared with that of Steel B. The differences in the maximum ...
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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