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
of similarities in the buckling modes observed . For instance , the buckling of axially compressed pipes in the plastic range is characterized by short - wave axial wrinkles . It should be noted , however , that similar wrinkles ...
of similarities in the buckling modes observed . For instance , the buckling of axially compressed pipes in the plastic range is characterized by short - wave axial wrinkles . It should be noted , however , that similar wrinkles ...
Page 367
... buckling strain depends on factor other than t / D ratio . Except for Gresnigt ( 1986 ) , none of the equations includes a term to reflect the beneficial effect of internal pressure on buckling strain ; and , except for Murphey and ...
... buckling strain depends on factor other than t / D ratio . Except for Gresnigt ( 1986 ) , none of the equations includes a term to reflect the beneficial effect of internal pressure on buckling strain ; and , except for Murphey and ...
Page 369
... buckling behaviour . The range of parameters included in the parametric study is summarized as follows : • diameter - to - thickness ratio , D / t = 30 , 60 and 100 ; ⚫ internal pressure , P¡ , causing a hoop stress σ = 0 % , 10 % , 40 ...
... buckling behaviour . The range of parameters included in the parametric study is summarized as follows : • diameter - to - thickness ratio , D / t = 30 , 60 and 100 ; ⚫ internal pressure , P¡ , causing a hoop stress σ = 0 % , 10 % , 40 ...
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