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 176
Initial flaw X65 - B Ductile crack 200 Stable region Unstable region Hoop stress /
MPa Maximum hoop stress 10 mm X80 - C Initial flaw 1 Ductile crack ) ol 350 400
450 500 550 Total length of through - wall flaw Imm Figure 6 Typical ...
Initial flaw X65 - B Ductile crack 200 Stable region Unstable region Hoop stress /
MPa Maximum hoop stress 10 mm X80 - C Initial flaw 1 Ductile crack ) ol 350 400
450 500 550 Total length of through - wall flaw Imm Figure 6 Typical ...
Page 287
extend the existing short - section winding technology to a continuous technology
that does not have any restriction in pipe length . Hence a pilot manufacturing
line for unlimited lengths must be developed . The developed requirements : riser
...
extend the existing short - section winding technology to a continuous technology
that does not have any restriction in pipe length . Hence a pilot manufacturing
line for unlimited lengths must be developed . The developed requirements : riser
...
Page 310
Table 1 - Number of crack length measurements , C2 . 1 specimen Diagonal
Inside plate Outside Horizontal vertical and plate Inside Outside - B inside + G
inside - Foutside - Finside + Coutside + Cinside AG outside MIN C G F | 17 13 11
14 ...
Table 1 - Number of crack length measurements , C2 . 1 specimen Diagonal
Inside plate Outside Horizontal vertical and plate Inside Outside - B inside + G
inside - Foutside - Finside + Coutside + Cinside AG outside MIN C G F | 17 13 11
14 ...
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analysis anchor applied assessment bending calculated carried coating compared composite compressive considered corrosion crack crack growth curve cycles damage defects deformation depth determined developed direction displacement distribution dynamic effect element Engineering equation estimated evaluation factor failure fatigue field Figure finite element flexible fracture function geometry given Grade heat increase initial installation insulation integrity International joint length limit load locations material maximum mean measured mechanical method mooring observed obtained Offshore operation parameters performed pipe plate predicted present pressure problem procedure production properties range reliability represent residual resistance respectively riser rope safety shown shows side simulation solution specimens stage standard steel strain strength stress structure surface Table temperature tensile tension thermal thickness titanium uncertainties variable weld