## 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 56

The selected spring characteristic is

shown in Figure 6 . 5 10 15 20 25 30 Anglerange ( deg FIGURE 7 - MEASURED

VERSUS CALCULATED MAXIMUM STRESS RANGE FOR ANGULAR POS .

The selected spring characteristic is

**obtained**by implementing the above asshown in Figure 6 . 5 10 15 20 25 30 Anglerange ( deg FIGURE 7 - MEASURED

VERSUS CALCULATED MAXIMUM STRESS RANGE FOR ANGULAR POS .

Page 128

( 2 ) The pipe

strain curve which gives insufficient yield strength , and low temperature

toughness was not enough for the pipe only tempering was applied , which is the

same ...

( 2 ) The pipe

**obtained**by the TF process showed round - house type stress -strain curve which gives insufficient yield strength , and low temperature

toughness was not enough for the pipe only tempering was applied , which is the

same ...

Page 378

derivative of order m at discrete point a can be expressed by Dei ņi į = 1 , 2 , . . . ,

No tions the overall algebraic system can be

problem . The interior elements can be regular . However , in order to solve the ...

derivative of order m at discrete point a can be expressed by Dei ņi į = 1 , 2 , . . . ,

No tions the overall algebraic system can be

**obtained**which is used to solve theproblem . The interior elements can be regular . However , in order to solve the ...

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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