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 69
Page 176
... plastic limit state criterion or an allowable plastic strain criterion . These studies have improved failure predictions for the defect groups considered . This paper presents a numerical study of the failure behaviour of internally ...
... plastic limit state criterion or an allowable plastic strain criterion . These studies have improved failure predictions for the defect groups considered . This paper presents a numerical study of the failure behaviour of internally ...
Page 405
... plastic strains are shown in Fig . 9 . The plastic strain of the pressurized pipe is concentrated at the bottom of the pipe at support load of 468 kN . The plastic strain of the unpressurized pipe is about 7 times larger and extends ...
... plastic strains are shown in Fig . 9 . The plastic strain of the pressurized pipe is concentrated at the bottom of the pipe at support load of 468 kN . The plastic strain of the unpressurized pipe is about 7 times larger and extends ...
Page 513
... plastic strains when the pipe passes over a stinger exceeding a certain curvature . This means that the pipe leaves the stinger with a residual curvature . When passing the inflection point , the bending of the pipe is reversed , i.e. ...
... plastic strains when the pipe passes over a stinger exceeding a certain curvature . This means that the pipe leaves the stinger with a residual curvature . When passing the inflection point , the bending of the pipe is reversed , i.e. ...
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