## 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 193

In these figures , the lines and plots represent the results of the analyses and the

fullscale experiments ,

circumferential directions were symbolized as ' L ' and ' C ' ,

In these figures , the lines and plots represent the results of the analyses and the

fullscale experiments ,

**respectively**. The residual strains in the longitudinal andcircumferential directions were symbolized as ' L ' and ' C ' ,

**respectively**.Page 194

In these figures , the lines and plots represent the results of the analyses and the

experiments ,

length of the pipe with strain that exceeds 0 . 2 % in the absolute value . Based

on ...

In these figures , the lines and plots represent the results of the analyses and the

experiments ,

**respectively**. Here , deformation length , 2 , was defined as thelength of the pipe with strain that exceeds 0 . 2 % in the absolute value . Based

on ...

Page 380

Let di and e denote the global coordinates of node 1 and node Ne of element e ,

which are two end nodes ,

equals ee - 01 . Let de be the coordinate variable of the local coordinate system

with ...

Let di and e denote the global coordinates of node 1 and node Ne of element e ,

which are two end nodes ,

**respectively**. The range angle ge of the elementequals ee - 01 . Let de be the coordinate variable of the local coordinate system

with ...

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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