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 162
... occur ( as is evident in Fig . 1 given the severe stretching of the elements at the boundary of the patch ) . It is known , however , that the onset of such phenomena for bi - axially stretched sheets is very sensitive to the ...
... occur ( as is evident in Fig . 1 given the severe stretching of the elements at the boundary of the patch ) . It is known , however , that the onset of such phenomena for bi - axially stretched sheets is very sensitive to the ...
Page 249
... occur on an engineering structure , the metallurgy of the material must be susceptible to SCC , a tensile stress must be above some threshold value , and a specific crack - promoting environment must be present . There also may be a ...
... occur on an engineering structure , the metallurgy of the material must be susceptible to SCC , a tensile stress must be above some threshold value , and a specific crack - promoting environment must be present . There also may be a ...
Page 250
... occurs much less frequently on heavy wall pipe , where hoop stresses are lower . Cracking does occur more frequently at dents or along welds where residual stresses may play a role , although coating damage at these locations also is ...
... occurs much less frequently on heavy wall pipe , where hoop stresses are lower . Cracking does occur more frequently at dents or along welds where residual stresses may play a role , although coating damage at these locations also is ...
Contents
ENVIRONMENTAL CONSIDERATIONS | 1 |
GEOTECHNICS I | 65 |
VOLUME IA OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING | 125 |
Copyright | |
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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