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
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