Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 93
... present in the weld is consistently higher when filler metal is present , reflecting the austenitizing effect of the extra nickel in the filler ( Figure 4 ) . The magnitude of this increase is between 9 and 15 percentage points ...
... present in the weld is consistently higher when filler metal is present , reflecting the austenitizing effect of the extra nickel in the filler ( Figure 4 ) . The magnitude of this increase is between 9 and 15 percentage points ...
Page 434
... present model . As discussed before , due to the differences in the relationships between ( K , and a ) and ( S , and a ) , a scatter in the failure assessment curve can result in a significant difference in the critical crack depth ...
... present model . As discussed before , due to the differences in the relationships between ( K , and a ) and ( S , and a ) , a scatter in the failure assessment curve can result in a significant difference in the critical crack depth ...
Page 646
... present the results of the different tests. The values of the impact tests are the average values of three test pieces. For the CTOD we have tested two specimens only for each condition. As we know, the Charpy V tests are not the best ...
... present the results of the different tests. The values of the impact tests are the average values of three test pieces. For the CTOD we have tested two specimens only for each condition. As we know, the Charpy V tests are not the best ...
Contents
HIGH STRENGTH STEELS FOR OFFSHORE | 189 |
WELDING CONTROL | 265 |
APPLICATIONS OF GRP OFFSHORE | 279 |
Copyright | |
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alloy analysis applied argon artificial neural network ASTM austenite austenite grain bainite base metal behaviour bending CGHAZ Charpy composite pipe cooling corrosion crack propagation CTOD curve cycles developed diameter effect elastomer electrodes Engineering ASME 1993 epoxy equation evaluation fabrication factor ferrite finite element firewater flange fracture fracture mechanics GRE pipe heat input high strength steels HSLA HSLA steels hydrogen increase installation intumescent kJ/mm load martensite Materials Engineering ASME maximum method microstructure MIRT nitrogen nitrogen steel node notch offshore structures OMAE parameters performance predicted preheat pressure procedures PWHT range reduced S-N curves seal seawater sheave shielding gas shown in Figure simulated SINTEF specimens spool stainless steel strain surface Table Technology temperature tensile test results thickness toughness tubular joints underwater Underwater Welding values weld metal weldability welded joints weldments wet welding wide plate wire yield strength