Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 12, Part 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 835
... present method for the noncollinear case ( i.e. , a > 0 ) . Similarly , in Table II the results for the SIF from Horii and Nemat - Nasser ( 1985 ) and Erdogan ( 1962 ) are compared to those of the present singular integral technique for ...
... present method for the noncollinear case ( i.e. , a > 0 ) . Similarly , in Table II the results for the SIF from Horii and Nemat - Nasser ( 1985 ) and Erdogan ( 1962 ) are compared to those of the present singular integral technique for ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 7 |
HIGH STRENGTH STEELS FOR OFFSHORE | 189 |
Weldability of NitrogenEnhanced HSLA Steels | 231 |
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 experimental fabrication factor ferrite firewater firewater system flange fracture fracture mechanics GRE pipe heat input high strength steels HSLA HSLA steels hydrogen increase initial 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