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 25
... length Lc given by Le -16 Oh 0.12 1.150 , 0.15 Dw 0.52 ( 11 ) where бу is the yield strength of the material , then a rupture will occur . Conversely , if the length is less than the critical length then the through wall defect will be ...
... length Lc given by Le -16 Oh 0.12 1.150 , 0.15 Dw 0.52 ( 11 ) where бу is the yield strength of the material , then a rupture will occur . Conversely , if the length is less than the critical length then the through wall defect will be ...
Page 108
... length of pipe on soil . An initial trial length is selected . Total soil reaction is compared to the total weight of pipe length . If they are equal within tolerable limits the total length is fixed , else another element is increased ...
... length of pipe on soil . An initial trial length is selected . Total soil reaction is compared to the total weight of pipe length . If they are equal within tolerable limits the total length is fixed , else another element is increased ...
Page 118
... length . The pipe end was displaced laterally 0.3 m in 40 displacement increments . Geometric nonlinearity was ... length = mean pipe diameter = average pipe curvature over sensor arm length = rotation over sensor arm length , radians ...
... length . The pipe end was displaced laterally 0.3 m in 40 displacement increments . Geometric nonlinearity was ... length = mean pipe diameter = average pipe curvature over sensor arm length = rotation over sensor arm length , radians ...
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