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 133
... PROPERTIES OF BASE MATERIAL OF UOE PIPE . Pipe size OD Direction Tensile properties " ) ( mm ) WT ( mm ) of test YS TS EL ( N / mm2 ) ( N / mm2 ) ( % ) vE - 50 CVN impact properties 2 ) ( J ) vTrs ( c ) BDWTT3 ) Shear area at - 20 ° C 0 ...
... PROPERTIES OF BASE MATERIAL OF UOE PIPE . Pipe size OD Direction Tensile properties " ) ( mm ) WT ( mm ) of test YS TS EL ( N / mm2 ) ( N / mm2 ) ( % ) vE - 50 CVN impact properties 2 ) ( J ) vTrs ( c ) BDWTT3 ) Shear area at - 20 ° C 0 ...
Page 278
... properties and these can usually be translated into more measurable properties such as adhesion , flexibility , impact resistance , elongation and tensile strength . Adhesion is normally associated with quality of surface preparation of ...
... properties and these can usually be translated into more measurable properties such as adhesion , flexibility , impact resistance , elongation and tensile strength . Adhesion is normally associated with quality of surface preparation of ...
Page 347
... Properties X X X Welded Sections X X X Testing X X X Low Cycle Fatigue X Availability of Strain - based ? X ... properties due to high bending strains . It was found that strains up to 6 % had no significant effect on the ductility or ...
... Properties X X X Welded Sections X X X Testing X X X Low Cycle Fatigue X Availability of Strain - based ? X ... properties due to high bending strains . It was found that strains up to 6 % had no significant effect on the ductility or ...
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