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 63
... bending strain of 1.5 % is calculated using the formulation presented above . This bending strain and an initial ovality of 0.5 % , assuming that no ovalisation restrictions are put on the pipe during field bending , result in an ...
... bending strain of 1.5 % is calculated using the formulation presented above . This bending strain and an initial ovality of 0.5 % , assuming that no ovalisation restrictions are put on the pipe during field bending , result in an ...
Page 64
Bending Strain , ε 1.0 % Eb = 0.9413D . W8 ΕΙ 0.5 % 0.0 % 0 0.5 1 1.5 Settlement , 8 [ m ] 2 Figure 7.13 : Maximum Bending Strain Due to Settlement If settlement is considered an accidental load scenario and the overburden load ( W ) is ...
Bending Strain , ε 1.0 % Eb = 0.9413D . W8 ΕΙ 0.5 % 0.0 % 0 0.5 1 1.5 Settlement , 8 [ m ] 2 Figure 7.13 : Maximum Bending Strain Due to Settlement If settlement is considered an accidental load scenario and the overburden load ( W ) is ...
Page 311
BENDING MOMENT CAPACITY OF PIPES Søren Hauch and Yong Bai JP Kenny A / S , * Stavanger University College Stavanger , Norway AUTHOR INDEX 1999 International Offshore Mechanics and Arctic Engineering Conference. Proceedings of OMAE99 ...
BENDING MOMENT CAPACITY OF PIPES Søren Hauch and Yong Bai JP Kenny A / S , * Stavanger University College Stavanger , Norway AUTHOR INDEX 1999 International Offshore Mechanics and Arctic Engineering Conference. Proceedings of OMAE99 ...
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