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 227
... steels show almost the same value and distribution as the specimens without a flaw . The yield ratio of Steel B is 0.66 and that of Steel C is 0.78 . For large plastic strain conditions , it is supposed that the yield ratio of steel has ...
... steels show almost the same value and distribution as the specimens without a flaw . The yield ratio of Steel B is 0.66 and that of Steel C is 0.78 . For large plastic strain conditions , it is supposed that the yield ratio of steel has ...
Page 230
... Steel C 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 ...
... Steel C 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 ...
Page 261
... Steel INNER RISER Steel composite Steel composite steel steel composite steel composite AIR CAN Steel Steel steel composite Composite TOP TENSION REQUIREMENT , KIPS 1024 639 699 1024 315 AIR CAN LENGTH , A 275 193 206 226 90 SPAR ...
... Steel INNER RISER Steel composite Steel composite steel steel composite steel composite AIR CAN Steel Steel steel composite Composite TOP TENSION REQUIREMENT , KIPS 1024 639 699 1024 315 AIR CAN LENGTH , A 275 193 206 226 90 SPAR ...
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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