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 150
... temperature . 25 % 10260 20 40 He content ( % ) 60 80 100 10 ° 50 % 75 % 0 5000 10000 15000 20000 25000 30000 Temperature ( K ) Fig.4 Effect of temperature and mixtured gas on electron densities . f = ne / { CArne Ar + ( 1 - CAT ) neHe } ...
... temperature . 25 % 10260 20 40 He content ( % ) 60 80 100 10 ° 50 % 75 % 0 5000 10000 15000 20000 25000 30000 Temperature ( K ) Fig.4 Effect of temperature and mixtured gas on electron densities . f = ne / { CArne Ar + ( 1 - CAT ) neHe } ...
Page 152
... temperature , so the values of electron densities at each conditions become different . same . Figure 12 shows the effect of temperature on electron density ratio to that for pure argon in each pressure . The numerics on lines are the ...
... temperature , so the values of electron densities at each conditions become different . same . Figure 12 shows the effect of temperature on electron density ratio to that for pure argon in each pressure . The numerics on lines are the ...
Page 636
... temperature Test temperature : 600 ° C in area occurs mainly for the peak temperature in the interval 1050-1100 ° C , while the high temperature strength ( UTS ) and hardness increase gradually with increasing peaktemperature ( Figure 9 ) ...
... temperature Test temperature : 600 ° C in area occurs mainly for the peak temperature in the interval 1050-1100 ° C , while the high temperature strength ( UTS ) and hardness increase gradually with increasing peaktemperature ( Figure 9 ) ...
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