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 80
Page 117
... Figure 6 - Deformed Pipe End , After Test 1 the surrounding sand . Similar results were obtained for Test 2 except that the plastic hinge developed near the pipe centreline due mainly to a change in the test bed and pipe geometries ...
... Figure 6 - Deformed Pipe End , After Test 1 the surrounding sand . Similar results were obtained for Test 2 except that the plastic hinge developed near the pipe centreline due mainly to a change in the test bed and pipe geometries ...
Page 180
... Figure 2 Effect of saddle thickness on strain at the stub weld toe . Branch Thickness Radial and tangential strains were calculated for Grade 483 branches , using the materials and geometry shown in Table 3. Figure 3 shows the effect of ...
... Figure 2 Effect of saddle thickness on strain at the stub weld toe . Branch Thickness Radial and tangential strains were calculated for Grade 483 branches , using the materials and geometry shown in Table 3. Figure 3 shows the effect of ...
Page 318
... Figures 8-13 the following pipe dimensions has been used : = 35 D / t fo SMYS SMTS α = 1.5 % 450MPa 0.5 10 20 30 40 Diameter Over Wall Thickness 50 60 Figure 5 : Limit longitudinal force as a function of diameter over wall thickness for ...
... Figures 8-13 the following pipe dimensions has been used : = 35 D / t fo SMYS SMTS α = 1.5 % 450MPa 0.5 10 20 30 40 Diameter Over Wall Thickness 50 60 Figure 5 : Limit longitudinal force as a function of diameter over wall thickness for ...
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