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 176
... deformation finite element ( FE ) analysis of simulated pipeline corrosion shapes ( corrosion pits and corrosion grooves ) . A failure criterion , based on the local Mises stress state in the corroded region and failure due to plastic ...
... deformation finite element ( FE ) analysis of simulated pipeline corrosion shapes ( corrosion pits and corrosion grooves ) . A failure criterion , based on the local Mises stress state in the corroded region and failure due to plastic ...
Page 379
... deformation , average strain values are misleading indicators of pipe response subsequent to the initiation of pipe wrinkling . Recent studies have shown that it is possible to use a variety of postbuckling deformation measures to ...
... deformation , average strain values are misleading indicators of pipe response subsequent to the initiation of pipe wrinkling . Recent studies have shown that it is possible to use a variety of postbuckling deformation measures to ...
Page 405
... Deformation , Stress and Strain Response The load - deformation behavior is represented by the support load vs. out - of - roundness curves shown in Fig . 10. The out - of- roundness is defined as : out - of- roundness = Da - Dmin ...
... Deformation , Stress and Strain Response The load - deformation behavior is represented by the support load vs. out - of - roundness curves shown in Fig . 10. The out - of- roundness is defined as : out - of- roundness = Da - Dmin ...
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