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 229
... RESISTANCE SSC resistance of base metals and simulated HAZ with and without PWHT were evaluated using 4 - point bent beam tests . Stresses were applied to the yield strength of each base material . The solution was 5 % NaCl added acetic ...
... RESISTANCE SSC resistance of base metals and simulated HAZ with and without PWHT were evaluated using 4 - point bent beam tests . Stresses were applied to the yield strength of each base material . The solution was 5 % NaCl added acetic ...
Page 281
... Resistance ( kN / m ) 3.5 15 2 1.5 3 ε [ 1 + 7 음 0.5 ( 7 ) 3 Axial Direction - Lateral Direction 0 0.5 1 1.5 Displacement ( m ) 2 2.5 During release of internal axial forces , reference should always be given to the effective axial ...
... Resistance ( kN / m ) 3.5 15 2 1.5 3 ε [ 1 + 7 음 0.5 ( 7 ) 3 Axial Direction - Lateral Direction 0 0.5 1 1.5 Displacement ( m ) 2 2.5 During release of internal axial forces , reference should always be given to the effective axial ...
Page 282
... resistance within the spanning section disappears , including a significant reduction of the effective compression force causing lateral break - out . In this condition , the lateral break - out load is governed by the span ...
... resistance within the spanning section disappears , including a significant reduction of the effective compression force causing lateral break - out . In this condition , the lateral break - out load is governed by the span ...
Contents
TROLL PIPELINE PROJECT | 1 |
SAFETY | 3 |
VOLUME IB OFFSHORE TECHNOLOGY | 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 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