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 317
... anchor depths are not very close to the depths applied in the original parameter study on the reliability analysis ... anchor resistancer and the applied line tension ƒ , i.e. 8 ( x ) = r ( x ) - ƒ ( x ) Anchor Failure Event ( 3 ) ...
... anchor depths are not very close to the depths applied in the original parameter study on the reliability analysis ... anchor resistancer and the applied line tension ƒ , i.e. 8 ( x ) = r ( x ) - ƒ ( x ) Anchor Failure Event ( 3 ) ...
Page 318
... anchor installation tension T , at the dip - down point ( where the anchor line intersects the seabed and dips down towards the anchor ) gives the installation resistance R , ( = T1 ) of the anchor . The installation anchor resistance R ...
... anchor installation tension T , at the dip - down point ( where the anchor line intersects the seabed and dips down towards the anchor ) gives the installation resistance R , ( = T1 ) of the anchor . The installation anchor resistance R ...
Page 319
... anchors for the purpose of this paper TSF = T / Tc 1 / 7ml + ( U - 1 ) /Ym.2 cy ( 7 ) where the partial safety factors applied to the anchor resistance are given in Table 2 . Factors of safety for drag anchors are defined as anchor ...
... anchors for the purpose of this paper TSF = T / Tc 1 / 7ml + ( U - 1 ) /Ym.2 cy ( 7 ) where the partial safety factors applied to the anchor resistance are given in Table 2 . Factors of safety for drag anchors are defined as anchor ...
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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