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 70
... compressive strain can be induced by the effect , often combined , of axial compressive force and bending moment . At large compressive strain instability patterns develop . At or before the limit load capacity associated with pure ...
... compressive strain can be induced by the effect , often combined , of axial compressive force and bending moment . At large compressive strain instability patterns develop . At or before the limit load capacity associated with pure ...
Page 369
... compressive strain ( for a gauge length of 1.5 diameters across the buckle ) and buckle amplitude at peak moment . In all cases , the finite element analysis is seen to provide a reasonably good prediction . For Specimens B1 to B4 the ...
... compressive strain ( for a gauge length of 1.5 diameters across the buckle ) and buckle amplitude at peak moment . In all cases , the finite element analysis is seen to provide a reasonably good prediction . For Specimens B1 to B4 the ...
Page 391
... compressive stress ( or ) max . axial compressive strain at onset of buckling ( or ) limit point It is noted that the complete characterisation of bending moment - curvature curve enables to take out all information needed for limit ...
... compressive stress ( or ) max . axial compressive strain at onset of buckling ( or ) limit point It is noted that the complete characterisation of bending moment - curvature curve enables to take out all information needed for limit ...
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