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 82
Page 167
... maximum & localisation 6 Critical hoop strain & 9 ref Critical pressure p / pref 3 2 2.5 2 0.2 pressure maximum uniform straining 0.4 0.6 localisation 0.8 n = 0.1 Dimensionless arch angle & ( b ) Hoop strain at pressure maximum ...
... maximum & localisation 6 Critical hoop strain & 9 ref Critical pressure p / pref 3 2 2.5 2 0.2 pressure maximum uniform straining 0.4 0.6 localisation 0.8 n = 0.1 Dimensionless arch angle & ( b ) Hoop strain at pressure maximum ...
Page 172
... maximum is associated with homogeneous straining . In this case , we need only consider one wall thickness , t * . The pressure maximum is derived by taking the incremental form of the equilibrium equation ( 16 ) and setting p = 0. This ...
... maximum is associated with homogeneous straining . In this case , we need only consider one wall thickness , t * . The pressure maximum is derived by taking the incremental form of the equilibrium equation ( 16 ) and setting p = 0. This ...
Page 289
... maximum and average pitting corrosion rates , and for the general corrosion rate , respectively , obtained by ... maximum pitting rates of 127 to 254 μm / y were obtained at on potentials more negative than -850 mV . As seen in Figure 7b ...
... maximum and average pitting corrosion rates , and for the general corrosion rate , respectively , obtained by ... maximum pitting rates of 127 to 254 μm / y were obtained at on potentials more negative than -850 mV . As seen in Figure 7b ...
Contents
ENVIRONMENTAL CONSIDERATIONS | 1 |
GEOTECHNICS I | 65 |
VOLUME IA OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING | 125 |
Copyright | |
15 other sections not shown
Other editions - View all
Common terms and phrases
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