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 329
... structural design , for GRE pipes . A detailed description of the scope of the testing programme , test specimens , test arrangement and procedure , as well as the results are disseminated . Structural behaviour in terms of load ...
... structural design , for GRE pipes . A detailed description of the scope of the testing programme , test specimens , test arrangement and procedure , as well as the results are disseminated . Structural behaviour in terms of load ...
Page 449
... structural reliability methods have found a wide range of applications to designs governed by quantities which exhibit variability or uncertainty by nature . Structural reliability methods are capable of representing such variability ...
... structural reliability methods have found a wide range of applications to designs governed by quantities which exhibit variability or uncertainty by nature . Structural reliability methods are capable of representing such variability ...
Page 491
... structural damping ( and further the so called y parameter for cross - flow response ) . The four structural configurations used in the experimental tests are characterised by quite similar structural damping and equivalent mass ...
... structural damping ( and further the so called y parameter for cross - flow response ) . The four structural configurations used in the experimental tests are characterised by quite similar structural damping and equivalent mass ...
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