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 220
... solution Closed Form Approximate Solution N As mentioned above , we can provide Sco ( i - 1 ) = 1.0 and rewrite Sco ( 1 ) as ScoN , then a closed form solution can be obtained as Eq . ( 19 ) , which turns to be an accurate approximate ...
... solution Closed Form Approximate Solution N As mentioned above , we can provide Sco ( i - 1 ) = 1.0 and rewrite Sco ( 1 ) as ScoN , then a closed form solution can be obtained as Eq . ( 19 ) , which turns to be an accurate approximate ...
Page 373
... solution similar to the time - element by time - element solution procedure of the previous algorithm is first carried out . Since no rotational DOF is assigned to the Lagrange DQ model , the DOF as- signed to the second node is used to ...
... solution similar to the time - element by time - element solution procedure of the previous algorithm is first carried out . Since no rotational DOF is assigned to the Lagrange DQ model , the DOF as- signed to the second node is used to ...
Page 527
... solution . For comparison , this My solution was also used in the calculation of AK to predict fatigue crack growth in the girth - welded specimens . The results are included in Fig . 2 , referred as Pang . It was assumed that this solution ...
... solution . For comparison , this My solution was also used in the calculation of AK to predict fatigue crack growth in the girth - welded specimens . The results are included in Fig . 2 , referred as Pang . It was assumed that this solution ...
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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