Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |
From inside the book
Results 1-3 of 82
Page 405
... pipe increases from 161 MPa to 620 MPa . Comparing with the unpressurized pipe , the total maximum stress of the pressurized pipe is now smaller and the contribution of local stress is only a small fraction of that of the unpressurized pipe ...
... pipe increases from 161 MPa to 620 MPa . Comparing with the unpressurized pipe , the total maximum stress of the pressurized pipe is now smaller and the contribution of local stress is only a small fraction of that of the unpressurized pipe ...
Page 515
... pipe tension on the roll angle . Numerical Modelling The numerical analyses using ABAQUS are based on a 3D beam ... pipe element are two sets of different contact or interface elements , defined to model the contact between the pipe and ...
... pipe tension on the roll angle . Numerical Modelling The numerical analyses using ABAQUS are based on a 3D beam ... pipe element are two sets of different contact or interface elements , defined to model the contact between the pipe and ...
Page 518
... Pipe 2 →→→ 00 40 20 -600000 0 0 200 400 600 800 1000 1200 1400 1600 1800 2000 X - coordinate [ m ] 0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 Effective bottom tension [ MN ] 0.4 Fig . 9. Moment About the Global Z - axis ( the Vertical ) . on ...
... Pipe 2 →→→ 00 40 20 -600000 0 0 200 400 600 800 1000 1200 1400 1600 1800 2000 X - coordinate [ m ] 0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 Effective bottom tension [ MN ] 0.4 Fig . 9. Moment About the Global Z - axis ( the Vertical ) . on ...
Contents
ENVIRONMENTAL CONSIDERATIONS | 1 |
GEOTECHNICS I | 65 |
VOLUME IA OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING | 125 |
Copyright | |
15 other sections not shown
Other editions - View all
Common terms and phrases
analysis applied Arctic ASME assessment axial force backfill behaviour bending bending moment buckling cathodic cathodic protection chromium compressive corrosion rate cost crack criteria CTOD curvature curve defects deformation diameter disbonded displacement effect Engineering equation evaluation factors failure finite element flow free spans geotechnical ground movement hoop stress increase inspection installation integrity interaction joint landslide length LIGHTLY CORROSIVE limit line pipe load localisation material maximum measurements Mechanics method North Sea Norwegian Trench Offshore OMAE operating parameters performed pipe material pipeline Pipeline Technology plastic potential predicted probabilistic reliability resistance risk safety seabed seam weld shear shear strength simulation SINTEF Skaha Lake slope Snamprogetti soil specimen steel strain strength stress Stress Corrosion Cracking surface temperature tensile tests tie-in trench values velocity vortex shedding wall thickness water depth wave weld metal yield strength