Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 16, Parts 5-6American Society of Mechanical Engineers, 1997 - Arctic regions |
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Page 152
... developed FEA technique using very fine meshes with linear shell elements to model a pipeline . The technique has been validated to be able to simulate a large plastic deformation of an elbow as well as the strain level of 5 % and more ...
... developed FEA technique using very fine meshes with linear shell elements to model a pipeline . The technique has been validated to be able to simulate a large plastic deformation of an elbow as well as the strain level of 5 % and more ...
Page 31
... developed a two- dimensional model which could take a floating structure into ac- count in the tidal calculation and the diffusion of COD ( chemical oxygen demand ) in a bay . Inoue et al.2 ) and Hu and Kyozuka3 ) developed a multi ...
... developed a two- dimensional model which could take a floating structure into ac- count in the tidal calculation and the diffusion of COD ( chemical oxygen demand ) in a bay . Inoue et al.2 ) and Hu and Kyozuka3 ) developed a multi ...
Page 39
... developed to predict tidal current and diffusion in the vicinity of a Mega - Float Structure . This newly developed system allows convenient and practical evaluation in the early design stage of several kinds of requirements for the ...
... developed to predict tidal current and diffusion in the vicinity of a Mega - Float Structure . This newly developed system allows convenient and practical evaluation in the early design stage of several kinds of requirements for the ...
Contents
FREE SPANNING PIPELINEMULTISPAN PROJECTS | 11 |
Design Guideline for Free Spanning Pipelines | 28 |
RELIABILITY DESIGN SUPERB AND DNV96 PROJECTS | 45 |
Copyright | |
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amplitude analysis ASME axial beam bending bending moment bottom boundary calculated characteristics coefficient collapse condition corrosion cross-flow defect deformation density Det Norske Veritas developed diameter displacement dynamic elastic electrodes Engineering equation evaluated experimental fatigue Figure floating airport flow rate fluid force free span function hoop stress horizontal hydrodynamic Hydroelastic impeller in-line VIV incident waves inspection instability region installation interaction Japan large floating structure length limit limit state design linepipe load effects maximum measured Mega-Float meter method mode mooring motion natural frequencies node numerical obtained Offshore parameters phase pipe predicted pressure distribution ratio reduced velocity reliability response safety class safety factors safety levels sand wave seabed simulation Statoil steel strain stress surface Table temperature thickness titanium trawl turbulence two-phase flow uncertainty velocity potential vertical vibration VLFS Vortex Induced Vibrations water depth wave height welding