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
... respectively . The bending angle of the pipes was approximately 1 degree . In these figures , the lines and plots represent the results of the analyses and the full- scale experiments , respectively . The residual strains in the ...
... respectively . The bending angle of the pipes was approximately 1 degree . In these figures , the lines and plots represent the results of the analyses and the full- scale experiments , respectively . The residual strains in the ...
Page 194
... respectively . Figures 18 and 19 show the relationship between 2 and 0 for Pipes A and B , respectively . Emax and a constantly increased with increasing for both pipes . This trend was in good agreement with the experimental results in ...
... respectively . Figures 18 and 19 show the relationship between 2 and 0 for Pipes A and B , respectively . Emax and a constantly increased with increasing for both pipes . This trend was in good agreement with the experimental results in ...
Page 380
... respectively . The range angle pe of the element equals . - . Let øo be the coordinate variable of the local coordinate system with the origin located at node 1 of the element . Also let the range of the natural coordinate & be 0. ≤ 1 ...
... respectively . The range angle pe of the element equals . - . Let øo be the coordinate variable of the local coordinate system with the origin located at node 1 of the element . Also let the range of the natural coordinate & be 0. ≤ 1 ...
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21st International Conference alloys analysis anchor applied assessment axial calculated coating coefficient composite compressive Conference on Offshore corrosion crack growth crack initiation damage defect deformation depth Det Norske Veritas developed diameter displacement distribution effect Engineering June 23-28 equation evaluation failure fatigue crack fatigue test Figure finite element flaw flexible pipe flowline fracture mechanics fracture toughness function Grade heat hydrogen hydrogen embrittlement ice load increase installation insulation integrity joint laser weld layer length longitudinal maximum measured mechanical properties method Norsk Hydro Norway Offshore Mechanics parameters performed piezoelectric pipeline plastic plate predicted pressure reliability residual stress rope S-N curve safety factors sensors shown simulation solution specimens steel strain strength stress range surface syntactic foam Table Technology temperature tensile tension thermal thermal conductivity thermal insulation thickness titanium titanium risers uncertainties variables velocity Weibull distribution yield strength