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 435
... OBTAINED BY NUMERICAL ANALYSES ( STEEL X - 65 , 80 = 1 % ) FIGURE 4 : INFLUENCE OF STRAIN HARDENING ON ULTIMATE LONGITUDINAL. Steel σ . ( N / mm2 ) Op ( N / mm2 ) n X - 52 358.62 247.81 10.8 X - 60 413.79 306.75 12.2 X - 65 448.28 350.38 ...
... OBTAINED BY NUMERICAL ANALYSES ( STEEL X - 65 , 80 = 1 % ) FIGURE 4 : INFLUENCE OF STRAIN HARDENING ON ULTIMATE LONGITUDINAL. Steel σ . ( N / mm2 ) Op ( N / mm2 ) n X - 52 358.62 247.81 10.8 X - 60 413.79 306.75 12.2 X - 65 448.28 350.38 ...
Contents
Current Measurements and Modelling Data Basis for Pipeline | 29 |
20 Years Learning Experience | 37 |
Innovations in Pipeline Installation | 47 |
Copyright | |
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American Gas Association analysis applied approach ASME assessment backfill behaviour bending buckling cathodic protection chromium compressive corrosion rate cost cracking criteria CTOD curve defects deformation depth diameter disbonded displacement effect Engineering equation evaluation factors failure finite element flow gas pipelines geotechnical ground movement hazards hoop stress increase influence diagram inspection installation integrity interaction internal coating joint landslide LIGHTLY CORROSIVE limit line pipe load localisation maintenance material maximum measurements mechanical method North Sea Norwegian Trench Offshore operating parameters performed pipe material Pipeline Technology plastic potential predicted pressure probabilistic risk S-N curve safety samples seabed shear strength shown in Figure SINTEF Skaha Lake slope soil resistance specimen steel strain stress Stress Corrosion Cracking surface temperature tensile tests thermal insulation tidal tie-in trench values wall thickness weld metal yield strength