Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15, Part 5American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 268
... buckling but preventing the development of excessive bending moment , or by preventing the occurrence of bar buckling . Upheaval buckling has been thoroughly studied as a major hazard for hot buried / covered pipelines , Nielsen and ...
... buckling but preventing the development of excessive bending moment , or by preventing the occurrence of bar buckling . Upheaval buckling has been thoroughly studied as a major hazard for hot buried / covered pipelines , Nielsen and ...
Page 273
... buckling load , the buckling length ( about 105 m ) and the buckling amplitude ( about 6 m ) for controlled feed - in , are reduced with respect to the " uncontrolled " case . The achieveable maximum bending moment is therefore also ...
... buckling load , the buckling length ( about 105 m ) and the buckling amplitude ( about 6 m ) for controlled feed - in , are reduced with respect to the " uncontrolled " case . The achieveable maximum bending moment is therefore also ...
Page 373
... buckling in at least one pipeline and describes the operation of a program that computes the critical buckling loads at various pipe lengths for the inception of upheaval buckling in a buried pipeline . The method uses finite elements ...
... buckling in at least one pipeline and describes the operation of a program that computes the critical buckling loads at various pipe lengths for the inception of upheaval buckling in a buried pipeline . The method uses finite elements ...
Contents
TROLL PIPELINE PROJECT | 1 |
SAFETY | 3 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 4 |
Copyright | |
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analysis applied Arctic Engineering ASME assessment axial bending borehole buckling buckling length calculated Castorano configuration construction corrosion curve defects Det Norske Veritas diameter displacement dynamic effect factor failure Fensfjorden Figure fjord flexible pipe flow free span friction GTAW hoop stress horizontal impact installation interaction intervention J-lay Kollsnes landfall lateral counteracts laybarge laying length limit load martensitic material maximum Mechanics and Arctic meter Mongstad movement Norske Shell Norwegian Norwegian Trench Offshore Mechanics offshore pipelines OMAE operation parameters performed pipe material pipelay pipeline route Pipeline Technology post-lay pre-lay prebent section pressure pull-in riser rock safety seabed seismic shear strength slope soil spool stability Statoil steel stinger strain subsea survey temperature tension trawl board trench Troll Oil Pipeline Troll Phase tunnel vertical vessel wall thickness water depth weight welding yield strength Zeepipe