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 70
... initial imperfection and develops through wrinkles at the sector in compression . The factors which determine the predominance of one instability pattern with respect to another are : 1 ) initial imperfections , 2 ) pipe diameter - to ...
... initial imperfection and develops through wrinkles at the sector in compression . The factors which determine the predominance of one instability pattern with respect to another are : 1 ) initial imperfections , 2 ) pipe diameter - to ...
Page 229
... initial penetration to increase significantly after just a few cycles . All data from Dunlap et al . ( 1990 ) after a few cycles lie above the curve shown on Fig . 5 and described by ( 8 ) . INITIAL PENETRATION Data from the sources ...
... initial penetration to increase significantly after just a few cycles . All data from Dunlap et al . ( 1990 ) after a few cycles lie above the curve shown on Fig . 5 and described by ( 8 ) . INITIAL PENETRATION Data from the sources ...
Page 503
... initial loading of Test 2. Fig . 8 shows a comparison of measured and predicted equivalent , FJ and MC curves . The equivalent curve relates the applied moment to the global ( i.e. average ) strain . Fig . 9 shows the strain ...
... initial loading of Test 2. Fig . 8 shows a comparison of measured and predicted equivalent , FJ and MC curves . The equivalent curve relates the applied moment to the global ( i.e. average ) strain . Fig . 9 shows the strain ...
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