Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |
From inside the book
Results 1-3 of 78
Page 39
... effect on the depth was esti- mated to be small . The tidal range measured at Delfzijl a few kilometres landwards of ... effect has also been studied . Natural seabed sinking due to gas extraction The effect of the natural seabed sinking ...
... effect on the depth was esti- mated to be small . The tidal range measured at Delfzijl a few kilometres landwards of ... effect has also been studied . Natural seabed sinking due to gas extraction The effect of the natural seabed sinking ...
Page 128
... Effect of Test Conditions on the Corrosion Rate of Base Material Figure 5 shows the effect of temperature on the corrosion rate of TMCP plates containing 0.65 % chro- mium . The corrosion rate was determined by an electrochemical method ...
... Effect of Test Conditions on the Corrosion Rate of Base Material Figure 5 shows the effect of temperature on the corrosion rate of TMCP plates containing 0.65 % chro- mium . The corrosion rate was determined by an electrochemical method ...
Page 208
... EFFECT - BEAM BEHAVIOUR Three longitudinal effects could be distinguished : i - Pressure effect . ii - Bending effect . iii - Tension - compression effect . Only the two last effects are dicussed hereafter since the pressure effect is ...
... EFFECT - BEAM BEHAVIOUR Three longitudinal effects could be distinguished : i - Pressure effect . ii - Bending effect . iii - Tension - compression effect . Only the two last effects are dicussed hereafter since the pressure effect is ...
Contents
Current Measurements and Modelling Data Basis for Pipeline | 29 |
20 Years Learning Experience | 37 |
Innovations in Pipeline Installation | 47 |
Copyright | |
28 other sections not shown
Other editions - View all
Common terms and phrases
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