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 330
... Joint The Taper - Taper system is an adhesive joint whose ends are shaped to form tapered spigot and socket profiles . The male and female ends are joined using an epoxy adhesive . Joint ends can be shaped at the plant by experienced ...
... Joint The Taper - Taper system is an adhesive joint whose ends are shaped to form tapered spigot and socket profiles . The male and female ends are joined using an epoxy adhesive . Joint ends can be shaped at the plant by experienced ...
Page 332
... 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 direction as well as secondary ...
... 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 direction as well as secondary ...
Page 527
... joints are transferred , pre - heated and aligned at the first double joint welding station . After welding of the first layer , the double joint is transferred forward on a longitudinal conveyor to the second , third and fourth welding ...
... joints are transferred , pre - heated and aligned at the first double joint welding station . After welding of the first layer , the double joint is transferred forward on a longitudinal conveyor to the second , third and fourth welding ...
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