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 153
... strain shown in Fig.22 was also indicated . The longitudinal strain was calculated as nominal strain with lengths between nodes on the model surface . O marks indicates the strains measured at the edge on the compressive side ( CS in ...
... strain shown in Fig.22 was also indicated . The longitudinal strain was calculated as nominal strain with lengths between nodes on the model surface . O marks indicates the strains measured at the edge on the compressive side ( CS in ...
Page 227
Strain specimen . Figure 5 shows the comparison of strain distribution in Steels B and C with a flaw ( Table 1 , No.2 ) . Locations of strain measurement are the same as Fig.4 . The strains in both steels show almost the same value and ...
Strain specimen . Figure 5 shows the comparison of strain distribution in Steels B and C with a flaw ( Table 1 , No.2 ) . Locations of strain measurement are the same as Fig.4 . The strains in both steels show almost the same value and ...
Page 230
... strain distribution between Steels B and C is shown . With an increase of displacement , the difference in strain distribution between Steels B and C disappears and strain distributes uniformly for the distances greater than 50mm ; this ...
... strain distribution between Steels B and C is shown . With an increase of displacement , the difference in strain distribution between Steels B and C disappears and strain distributes uniformly for the distances greater than 50mm ; this ...
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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