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 177
... predicted by the pressure levels corresponding to the ending point of the third stage . This confirms that the critical condition for bursting of corroded linepipe can be predicted by the local Mises stress states when either the ...
... predicted by the pressure levels corresponding to the ending point of the third stage . This confirms that the critical condition for bursting of corroded linepipe can be predicted by the local Mises stress states when either the ...
Page 231
Relative penetration , predicted / actual Figure 10. Example of measured and predicted ( through FE simulations ) time series of pipe displacement and pipe penetration . 0,4 DESIGNING THE IDEAL PIPELINE COATING Toni A. Pfaff Valspar Inc ...
Relative penetration , predicted / actual Figure 10. Example of measured and predicted ( through FE simulations ) time series of pipe displacement and pipe penetration . 0,4 DESIGNING THE IDEAL PIPELINE COATING Toni A. Pfaff Valspar Inc ...
Page 506
... predicted SCF . Predictions using corrosion coating shear capacity 0.1 MPa . BENDING MOMENT ( kNm ) CYCLING 2000.00 FJ MC 1500.00 1000.00 500.00 + 0.00 -0.1 0.1 02 -500,00 1335 0.3 0.4 0.5 0.6 90 83 0.3 49 CONCLUSIONS This paper has ...
... predicted SCF . Predictions using corrosion coating shear capacity 0.1 MPa . BENDING MOMENT ( kNm ) CYCLING 2000.00 FJ MC 1500.00 1000.00 500.00 + 0.00 -0.1 0.1 02 -500,00 1335 0.3 0.4 0.5 0.6 90 83 0.3 49 CONCLUSIONS This paper has ...
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