Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 4American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 172
... run pipe does not propagate to the saddle . Pressure loads were applied to the wetted surfaces of the branch and run pipe . For the in - plane and out - of - plane moment loading cases , symmetry constraints were applied along the ...
... run pipe does not propagate to the saddle . Pressure loads were applied to the wetted surfaces of the branch and run pipe . For the in - plane and out - of - plane moment loading cases , symmetry constraints were applied along the ...
Page 179
... run pipe . Most often , a tee is planned for installation on an existing pipeline at a specific location , and the choice of run pipe wall thickness and grade are therefore fixed . The safety factor for the run pipe is most likely to ...
... run pipe . Most often , a tee is planned for installation on an existing pipeline at a specific location , and the choice of run pipe wall thickness and grade are therefore fixed . The safety factor for the run pipe is most likely to ...
Page 180
... Run 11.9 mm 448 MPa Thickness Grade NPS 30 Branch Saddle 483 MPa Thickness Grade 23 mm 241 MPa Thickness 7.4 , 9.4 ... pipe , as described above . A thin branch , relative to the run thickness , will take up more than its share of the ...
... Run 11.9 mm 448 MPa Thickness Grade NPS 30 Branch Saddle 483 MPa Thickness Grade 23 mm 241 MPa Thickness 7.4 , 9.4 ... pipe , as described above . A thin branch , relative to the run thickness , will take up more than its share of the ...
Contents
PIPELINE RELIABILITY AND LIMIT STATES DESIGN | 1 |
DESIGN OF PIPELINES AND RISERS | 5 |
OMAE99PIPE5019 | 21 |
Copyright | |
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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