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 126
... calculated from the Bode diagram and was evaluated as the corro- sion resistance of film formed by corrosion reaction . The corrosion rate in the immersion test was calculated by dividing the weight loss of specimen by test duration ...
... calculated from the Bode diagram and was evaluated as the corro- sion resistance of film formed by corrosion reaction . The corrosion rate in the immersion test was calculated by dividing the weight loss of specimen by test duration ...
Page 332
... calculated as 68 N / mm2 at a joint extension of approximately 10 mm . Axial modulus of elasticity was 10200 MPa . Figure 4 shows Specimen P05 / 1 after failure . The figure clearly shows the primary failure along the fibre winding ...
... calculated as 68 N / mm2 at a joint extension of approximately 10 mm . Axial modulus of elasticity was 10200 MPa . Figure 4 shows Specimen P05 / 1 after failure . The figure clearly shows the primary failure along the fibre winding ...
Page 508
... calculated . The principle is to calculate moment - curvature curves and the position of the neutral axis at a number of cross - sections along the pipe . ( The moment - strain relationship at any section can then be calculated ) ...
... calculated . The principle is to calculate moment - curvature curves and the position of the neutral axis at a number of cross - sections along the pipe . ( The moment - strain relationship at any section can then be calculated ) ...
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