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 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
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