Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |
From inside the book
Results 1-3 of 76
Page 491
... response has been shown to be very sensitive to the applied axial pull , some tests were performed maintaining the current and applying different values of axial force , thus changing the natural frequency , reduced velocity and model ...
... response has been shown to be very sensitive to the applied axial pull , some tests were performed maintaining the current and applying different values of axial force , thus changing the natural frequency , reduced velocity and model ...
Page 492
... response amplitude with Reynolds number , fig . 9 . Analogous results were found in SVS project , Bryndum et al . ( 1989 ) , where flexible models rarely showed in - line lock in ( and only in the second instability region ) but rigid ...
... response amplitude with Reynolds number , fig . 9 . Analogous results were found in SVS project , Bryndum et al . ( 1989 ) , where flexible models rarely showed in - line lock in ( and only in the second instability region ) but rigid ...
Page 497
... Response ะพ 0.4 0.2 Figure 10. In - Line response , numbers given at points are turbulence level in % Maximum Static Deflection / Span Length ( % ) O 4 5 Reduced Velocity Related to First Vertical Frequency 7 Figure 13. Cross - Flow response ...
... Response ะพ 0.4 0.2 Figure 10. In - Line response , numbers given at points are turbulence level in % Maximum Static Deflection / Span Length ( % ) O 4 5 Reduced Velocity Related to First Vertical Frequency 7 Figure 13. Cross - Flow response ...
Contents
ENVIRONMENTAL CONSIDERATIONS | 1 |
GEOTECHNICS I | 65 |
VOLUME IA OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING | 125 |
Copyright | |
15 other sections not shown
Other editions - View all
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