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 449
... potentials more positive than a certain transition potential . This transition potential was found to be between -850 to -900 mVSCE for Grade 50D and -900 to -950 mVSCE for Grade 50E steel . However , a loss in ductility develops below ...
... potentials more positive than a certain transition potential . This transition potential was found to be between -850 to -900 mVSCE for Grade 50D and -900 to -950 mVSCE for Grade 50E steel . However , a loss in ductility develops below ...
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 ...
Page 558
... potentials . We found that the Mg / Ca - ratio increased with a factor of 100 when the potential is decreased from -900 to -1000 mV SCE . Figure 5 shows the Mg / Ca - ratio measured on the fracture surface just below the Charpy - V ...
... potentials . We found that the Mg / Ca - ratio increased with a factor of 100 when the potential is decreased from -900 to -1000 mV SCE . Figure 5 shows the Mg / Ca - ratio measured on the fracture surface just below the Charpy - V ...
Contents
THICKNESS EFFECTS | 1 |
MATERIALS TECHNOLOGY | 9 |
The Plate Thickness Effect in Fatigue Predictions and Results A Review of Norwegian Work | 21 |
Copyright | |
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alloy aluminum analysis applied Arctic Engineering ASTM austenite axial base metal behaviour bending brace calculated cathodic protection Charpy chord Conference on Offshore corrosion fatigue crack depth crack growth rate crack initiation crack propagation crevice corrosion CTOD da/dN defects developed equation experimental fabrication fatigue crack growth fatigue strength fatigue test ferrite Figure fillet welds finite element fracture mechanics fracture toughness geometry grade heat input heat treatment HSLA steels increase influence kJ/cm load material mechanical properties Mechanics and Arctic method microstructure notch obtained Offshore Mechanics Offshore Structures parameters pipe pitting plate thickness predicted procedure PWHT ratio reduced reheated S-N curves seawater Shoralsim shown in Fig solution specimens Steel in Marine strain stress concentration stress intensity factor stress range submerged arc welding surface crack T-joints Table temperature tensile thickness effect tubular joints values weld metal weld profile weld toe weldability welded joints yield strength