Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 8, Part 3American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 381
... POTENTIAL DROP X 310,000 CYCLES BEACH MARK 310.000 CYCLES POTENTIAL OROP A 260.000 CYCLES BEACH MARK 260.000 CYCLES POTENTIAL DROP -24.00 -20.00 -16.00 -12.00 00 -4,00 0.00 0.00 DISTANCE FROM SADDLE ( CM ) .00 16.00 20.00 24.00 -45 0.0 ...
... POTENTIAL DROP X 310,000 CYCLES BEACH MARK 310.000 CYCLES POTENTIAL OROP A 260.000 CYCLES BEACH MARK 260.000 CYCLES POTENTIAL DROP -24.00 -20.00 -16.00 -12.00 00 -4,00 0.00 0.00 DISTANCE FROM SADDLE ( CM ) .00 16.00 20.00 24.00 -45 0.0 ...
Page 450
increasingly occurs as the potential is lowered to more negative values below the transition potential and causes the observed loss in ductility . At these potentials there is relatively little necking and progressively less as the ...
increasingly occurs as the potential is lowered to more negative values below the transition potential and causes the observed loss in ductility . At these potentials there is relatively little necking and progressively less as the ...
Page 451
... potentials more negative than the transition potential . The transition potential of Grade 50E was located some 50 mV more negative than the transition potential of Grade 50D which makes Grade 50E slightly more resistant to cathodic ...
... potentials more negative than the transition potential . The transition potential of Grade 50E was located some 50 mV more negative than the transition potential of Grade 50D which makes Grade 50E slightly more resistant to cathodic ...
Contents
MATERIALS TECHNOLOGY | 9 |
The Plate Thickness Effect in Fatigue Predictions and Results A Review of Norwegian Work | 21 |
Thickness Weld Profile and Initial Flaw Considerations for Tubular Joints | 39 |
Copyright | |
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adhesion strength alloy aluminum analysis applied Arctic Engineering austenite axial base metal behaviour bending brace calculated cathodic protection Charpy chord composite Conference on Offshore corrosion fatigue crack depth crack front crack growth rate crack initiation crack propagation crevice corrosion CTOD defects developed energy equation experimental fabrication fatigue crack growth fatigue strength ferrite Figure finite element fracture mechanics fracture toughness geometry grade heat input heat treatment HSLA steels increase influence kJ/cm levels line spring load material mechanical properties Mechanics and Arctic method microstructure notch Offshore Mechanics offshore structures parameter pipe pitting pitting corrosion plate thickness predicted PWHT ratio reduced S-N curves shown in Fig solution specimens strain stress concentration stress intensity factor stress range submerged arc welding surface crack T-joints Table temperature tensile thickness effect tubular joints values wall thickness weld metal weld profile weld toe weldability welded joints yield strength