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 177
( engineering stress ) , the through ligament stress distribution becomes nearly uniform and a steep increase in the local stress level occurs . This leads to the stress level corresponding to that at the material's final elongation in ...
( engineering stress ) , the through ligament stress distribution becomes nearly uniform and a steep increase in the local stress level occurs . This leads to the stress level corresponding to that at the material's final elongation in ...
Page 405
... stress and strain distributions . The stress distributions on the central section are shown in Figs . 7 and 8 . For the pressurized pipe , the maximum circumferential stress increases from 429 MPa to 548 MPa while the load increases ...
... stress and strain distributions . The stress distributions on the central section are shown in Figs . 7 and 8 . For the pressurized pipe , the maximum circumferential stress increases from 429 MPa to 548 MPa while the load increases ...
Page 407
Stress ( MPa ) -100 -200 Stress ( MPa ) Stress ( MPa ) -100 -150 -200 400 300 200 100 -100 100 100 50 O Stress ( MPa ) Stress ( MPa ) 400 300 200 100 -100 800 600 400 200 O -200 -400 -600 -800 Stress ( MPa ) 600 400 200 -300 -200 Max ...
Stress ( MPa ) -100 -200 Stress ( MPa ) Stress ( MPa ) -100 -150 -200 400 300 200 100 -100 100 100 50 O Stress ( MPa ) Stress ( MPa ) 400 300 200 100 -100 800 600 400 200 O -200 -400 -600 -800 Stress ( MPa ) 600 400 200 -300 -200 Max ...
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