Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 31
... simulated , calibrated to conditions during the field measurements , and extrapolated to forcing conditions for a 100 ... simulation from the sill overflow experiment is shown in Figure 6 ( a ) - ( f ) . Although MICOM was designed for ...
... simulated , calibrated to conditions during the field measurements , and extrapolated to forcing conditions for a 100 ... simulation from the sill overflow experiment is shown in Figure 6 ( a ) - ( f ) . Although MICOM was designed for ...
Page 231
... simulations ) time series of pipe displacement and pipe penetration . 0.4 DESIGNING THE IDEAL PIPELINE COATING Toni A ... simulation program , PONDUS ( Sotberg et al . 1994 ) which was then used to predict displacement and penetration ...
... simulations ) time series of pipe displacement and pipe penetration . 0.4 DESIGNING THE IDEAL PIPELINE COATING Toni A ... simulation program , PONDUS ( Sotberg et al . 1994 ) which was then used to predict displacement and penetration ...
Page 547
... simulation . Given that this kind of calculation is for the most sophisticated a pipeline engineer is called upon to face , personal sensitivity and experience become crucial . Scope of this paper is to present a procedure adopted to ...
... simulation . Given that this kind of calculation is for the most sophisticated a pipeline engineer is called upon to face , personal sensitivity and experience become crucial . Scope of this paper is to present a procedure adopted to ...
Contents
ENVIRONMENTAL CONSIDERATIONS | 1 |
GEOTECHNICS I | 65 |
VOLUME IA OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING | 125 |
Copyright | |
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analysis applied Arctic ASME assessment axial force backfill behaviour bending bending moment buckling cathodic cathodic protection chromium compressive corrosion rate cost crack criteria CTOD curvature curve defects deformation diameter disbonded displacement effect Engineering equation evaluation factors failure finite element flow free spans geotechnical ground movement hoop stress increase inspection installation integrity interaction joint landslide length LIGHTLY CORROSIVE limit line pipe load localisation material maximum measurements Mechanics method North Sea Norwegian Trench Offshore OMAE operating parameters performed pipe material pipeline Pipeline Technology plastic potential predicted probabilistic reliability resistance risk safety seabed seam weld shear shear strength simulation SINTEF Skaha Lake slope Snamprogetti soil specimen steel strain strength stress Stress Corrosion Cracking surface temperature tensile tests tie-in trench values velocity vortex shedding wall thickness water depth wave weld metal yield strength