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 376
... buckling length . For the given example at a design force level of 0.80 MN , the critical buckling length for the unsupported case is 22.1 m . For the liquified soil , which has only a slight stiffness , the critical buckling length is ...
... buckling length . For the given example at a design force level of 0.80 MN , the critical buckling length for the unsupported case is 22.1 m . For the liquified soil , which has only a slight stiffness , the critical buckling length is ...
Contents
TROLL PIPELINE PROJECT | 1 |
SAFETY | 3 |
VOLUME IB OFFSHORE TECHNOLOGY | 4 |
Copyright | |
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Common terms and phrases
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 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 strength subsea survey temperature tension trawl board trench Troll Oil Pipeline Troll Phase tunnel vertical vessel wall thickness water depth weight welding yield strength Zeepipe