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 145
YIELD STRENGTH MIS - MATCH EFFECT ON FRACTURE PERFORMANCE OF GIRTH WELDED JOINTS OF GRADE 550 PIPELINE STEEL F ... strength overmatching has been the common engineering approach to material selection and is generally applied in the ...
YIELD STRENGTH MIS - MATCH EFFECT ON FRACTURE PERFORMANCE OF GIRTH WELDED JOINTS OF GRADE 550 PIPELINE STEEL F ... strength overmatching has been the common engineering approach to material selection and is generally applied in the ...
Page 330
... Strength Tests Four samples were tested ; two Taper - Taper and two Key - Lock , until tensile failure . Strain gauges were used to record strain and an extensometer attached so that joint extension at failure could be found . Failure ...
... Strength Tests Four samples were tested ; two Taper - Taper and two Key - Lock , until tensile failure . Strain gauges were used to record strain and an extensometer attached so that joint extension at failure could be found . Failure ...
Page 452
... Strength of Steel Nominal values for the yield strength oy of steel are given for the four design cases . A nominal strength is usually some lower quantile of the distribution of the strength . However , the fraction associated with the ...
... Strength of Steel Nominal values for the yield strength oy of steel are given for the four design cases . A nominal strength is usually some lower quantile of the distribution of the strength . However , the fraction associated with the ...
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