Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 4American Society of Mechanical Engineers, 1999 - Arctic regions |
From inside the book
Results 1-3 of 60
Page 107
... force and soil response is written . Underwater pipelines are pulled during installation to induce a tensile force inside them . It is assumed that a pretensioning stress equal to some fraction of pipe yield stress exists in section ...
... force and soil response is written . Underwater pipelines are pulled during installation to induce a tensile force inside them . It is assumed that a pretensioning stress equal to some fraction of pipe yield stress exists in section ...
Page 108
... force and soil reaction . Axial elongation is equated to the bending deflection . This provides the additional equation to calculate axial force . Due to symmetry and as pipe extends to infinity each side of free span , half of the pipe ...
... force and soil reaction . Axial elongation is equated to the bending deflection . This provides the additional equation to calculate axial force . Due to symmetry and as pipe extends to infinity each side of free span , half of the pipe ...
Page 318
... force as a function of diameter over wall thickness for a pipe subjected to pure tensile force . Collapse Pressure 2 1 x10 ' X = FE results = Haagsma = Timoshenko 10 20 30 40 Diameter Over Wall Thickness 50 60 Figure 6 : Collapse ...
... force as a function of diameter over wall thickness for a pipe subjected to pure tensile force . Collapse Pressure 2 1 x10 ' X = FE results = Haagsma = Timoshenko 10 20 30 40 Diameter Over Wall Thickness 50 60 Figure 6 : Collapse ...
Contents
PIPELINE RELIABILITY AND LIMIT STATES DESIGN | 1 |
DESIGN OF PIPELINES AND RISERS | 5 |
OMAE99PIPE5019 | 21 |
Copyright | |
30 other sections not shown
Other editions - View all
Common terms and phrases
analysis applied Arctic Engineering ASME assessment autoclave axial force bending buckling calculated capacity Conference On Offshore Copyright corrosion corrosion defect crack defined deformation dent depth Det Norske Veritas developed diameter discrete displacement vector effect equation failure modes failure probability Figure finite element finite element analysis fracture friction function fuzzy logic gasket geotechnical engineering GTAW hoop stress hot tap tee InSAR installation internal pressure jumper length Limit State Design load longitudinal MANAVGAT material maximum measured Mechanics and Arctic modal displacement neural networks node Offshore Mechanics operating pressure ovalisation parameters Petrobras pipe material pipe wall pipeline design Pipeline Systems plastic reliability riser risk run pipe saddle safety class seabed simulation SMAW SMYS specimens stinger strain stress Table Technology temperature tensile test scheme uprating valve wall thickness yield strength ας მთ მი მს