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 7
... pipe with length 3 m . The bore temperature and pressure were 100 ° C and 50 bar , respectively . The pipe was submerged in cold water in order to get a correct temperature gradient ... Flexible Pipes Tore Roberg Andersen and Jan Ivar Skar.
... pipe with length 3 m . The bore temperature and pressure were 100 ° C and 50 bar , respectively . The pipe was submerged in cold water in order to get a correct temperature gradient ... Flexible Pipes Tore Roberg Andersen and Jan Ivar Skar.
Page 435
... pipe ends , and results in an axial compression in the pipe section . In many cases , a subsea flowline has to be trenched or buried for the purposes of protection and thermal insulation . Consequently , the lateral movement of a flexible ...
... pipe ends , and results in an axial compression in the pipe section . In many cases , a subsea flowline has to be trenched or buried for the purposes of protection and thermal insulation . Consequently , the lateral movement of a flexible ...
Page 436
... pipe may lift out the trench when the uplift resistance provided by the backfill cover and pipe's gravity is gradually overcome by the pipe strain energy . For flexible pipe , it is this excessive upward movement that is usually termed ...
... pipe may lift out the trench when the uplift resistance provided by the backfill cover and pipe's gravity is gradually overcome by the pipe strain energy . For flexible pipe , it is this excessive upward movement that is usually termed ...
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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