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
Current Measurements and Modelling Data Basis for Pipeline | 29 |
20 Years Learning Experience | 37 |
Innovations in Pipeline Installation | 47 |
Copyright | |
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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