## 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 45

8 was adopted , where R is the ratio between the minimum stress ( Omin ) and

between

and ...

8 was adopted , where R is the ratio between the minimum stress ( Omin ) and

**maximum**stress ( Omar ) . Alternate stress ( on ) is defined as half differencebetween

**maximum**and minimum stresses , in this case is equal to 0 . 1•Omaxand ...

Page 56

The critical curvature is then found by equating T and Tmax . The associated

The new slip model seem to work satisfactory with respect to correctly describing

the ...

The critical curvature is then found by equating T and Tmax . The associated

**maximum**longitudinal wire displacement at slip onset is found to be : angles .The new slip model seem to work satisfactory with respect to correctly describing

the ...

Page 250

The residual stress is relaxed for a tensile stressed specimen maintaining the

constant

from the surface . However , the pushing force appears as increases in the

applied ...

The residual stress is relaxed for a tensile stressed specimen maintaining the

constant

**maximum**depth , h , as the stress relaxation pushes the indenter outfrom the surface . However , the pushing force appears as increases in the

applied ...

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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