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 318
... resistance R , ( = T1 ) of the anchor . The installation anchor resistance R , is expressed as a function of the design line tension TÉ‘ in Eq . ( 2 ) for the respective limit states and consequence classes . With the requirement that ...
... resistance R , ( = T1 ) of the anchor . The installation anchor resistance R , is expressed as a function of the design line tension TÉ‘ in Eq . ( 2 ) for the respective limit states and consequence classes . With the requirement that ...
Page 319
... resistance are given in Table 2 . Factors of safety for drag anchors are defined as anchor holding capacity divided by maximum anchor load . This implies that the specified total safety factors are associated with a variable amount of ...
... resistance are given in Table 2 . Factors of safety for drag anchors are defined as anchor holding capacity divided by maximum anchor load . This implies that the specified total safety factors are associated with a variable amount of ...
Page 347
... resistance X Compression creep X X X Impact resistance 10 X X Density X X X X Dimensional stability X Hydrostatic creep X X Fatigue resistance ' X X XX Friction properties for external coatings 8,10 X X Shear strength , modulus , strain ...
... resistance X Compression creep X X X Impact resistance 10 X X Density X X X X Dimensional stability X Hydrostatic creep X X Fatigue resistance ' X X XX Friction properties for external coatings 8,10 X X Shear strength , modulus , strain ...
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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