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 308
... failure prevention methods . The deterministic components required include release hazard and consequence evaluation models , as well as models that predict failure based on pipeline attributes and inspection results . In addition ...
... failure prevention methods . The deterministic components required include release hazard and consequence evaluation models , as well as models that predict failure based on pipeline attributes and inspection results . In addition ...
Page 332
... Failure occurred at a load of approximately 192 kN , slightly higher than for PO5 / 2 . Failure stress was calculated as 68 N / mm2 at a joint extension of approximately 10 mm . Axial modulus of elasticity was 10200 MPa . Figure 4 shows ...
... Failure occurred at a load of approximately 192 kN , slightly higher than for PO5 / 2 . Failure stress was calculated as 68 N / mm2 at a joint extension of approximately 10 mm . Axial modulus of elasticity was 10200 MPa . Figure 4 shows ...
Page 333
... Failure occurred at a stress of 59 N / mm2 . First failure was observed within the middle third of the span . As the first crack elongated it travelled into the joint area , causing a complete failure between the pipe and the joint ...
... Failure occurred at a stress of 59 N / mm2 . First failure was observed within the middle third of the span . As the first crack elongated it travelled into the joint area , causing a complete failure between the pipe and the joint ...
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