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 12
... obtained by established statistical methods , and wave characteristics can subsequently be estimated by , for example , the SMB method [ 2 ] . Similarly design wave heights can be obtained from long - term wave data . Design wave height ...
... obtained by established statistical methods , and wave characteristics can subsequently be estimated by , for example , the SMB method [ 2 ] . Similarly design wave heights can be obtained from long - term wave data . Design wave height ...
Page 289
... obtained by dividing the respective measured value by the time of exposure . The corrosion - rate measurements were then related to summary values for the various criteria measurements obtained from monitoring the test pipes throughout ...
... obtained by dividing the respective measured value by the time of exposure . The corrosion - rate measurements were then related to summary values for the various criteria measurements obtained from monitoring the test pipes throughout ...
Page 395
... obtained also with lower D / t ratios and / or different loading conditions . Experimental tests of Reddy Tests nr . 7 and 9 performed by Reddy ( 1979 ) have been reproduced . The tested stainless steel cylinder has the following ...
... obtained also with lower D / t ratios and / or different loading conditions . Experimental tests of Reddy Tests nr . 7 and 9 performed by Reddy ( 1979 ) have been reproduced . The tested stainless steel cylinder has the following ...
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