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 140
... observed . Observation of appearance Appearance of corrosion specimens was observed . The unaided eye , an optical microscope , and an electronic microscope were used for the observation . The results of observation of specimens ...
... observed . Observation of appearance Appearance of corrosion specimens was observed . The unaided eye , an optical microscope , and an electronic microscope were used for the observation . The results of observation of specimens ...
Page 148
... observed on B3 , B4 and V2 specimens after final unloading of compressive load . On the other specimens , crack initiation was not able to be observed . On B3 specimen , a large crack visible to the naked eye initiated , and its length ...
... observed on B3 , B4 and V2 specimens after final unloading of compressive load . On the other specimens , crack initiation was not able to be observed . On B3 specimen , a large crack visible to the naked eye initiated , and its length ...
Page 151
... observed easily . In order to measure strains , latticed lines were scribed on the side surface at intervals of 5mm , and strain gauges were put at the center on both surfaces of the specimen . 170 10 5 2 100 110 Figure 19 shows the ...
... observed easily . In order to measure strains , latticed lines were scribed on the side surface at intervals of 5mm , and strain gauges were put at the center on both surfaces of the specimen . 170 10 5 2 100 110 Figure 19 shows the ...
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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