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 311
D : 0.25mm min . at -10 ° C . of was The use of the 1 % Ni 0.25 % Mo composition for achieving the required weld metal strength and toughness properties for the welding of BS 4360 modified grade 50EE steel is detailed in the section on ...
D : 0.25mm min . at -10 ° C . of was The use of the 1 % Ni 0.25 % Mo composition for achieving the required weld metal strength and toughness properties for the welding of BS 4360 modified grade 50EE steel is detailed in the section on ...
Page 354
TABLE I Chemical Composition of Commercial Grades of Cast HSLA Steel 1,20-2,00 1,20-2,00 0,03-0,07 1,20-2,00 0,03-0,07 1,20-2,00 0,03-0,07 1,70-2,30 0,05-0,08 0,04 0,04 0,04 0,04 100 Cast HSLA steel nodes ( Armitage , 1981 ).
TABLE I Chemical Composition of Commercial Grades of Cast HSLA Steel 1,20-2,00 1,20-2,00 0,03-0,07 1,20-2,00 0,03-0,07 1,20-2,00 0,03-0,07 1,70-2,30 0,05-0,08 0,04 0,04 0,04 0,04 100 Cast HSLA steel nodes ( Armitage , 1981 ).
Page 361
A long experience in the field of HSLA steels and a lot of experimental data on relationships between weldability , fracture mechanics and chemical composition , have allowed CREUSOT - LOIRE INDUSTRIE , to develop new grades , StE 500 ...
A long experience in the field of HSLA steels and a lot of experimental data on relationships between weldability , fracture mechanics and chemical composition , have allowed CREUSOT - LOIRE INDUSTRIE , to develop new grades , StE 500 ...
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Contents
THICKNESS EFFECTS | 1 |
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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alloy analysis applied base behaviour bending calculated carried compared composition concrete Conference constant corrosion crack growth CTOD curve cycles defect depth determined developed distribution effect element energy Engineering equation experimental fabrication factor failure fatigue crack Figure fracture function geometry given grade grain heat higher improved increase indicated influence initiation input inspection International length limited load lower material mean measured mechanical method microstructure normal notch observed obtained occur Offshore parameters performed pipe plate potential predicted present procedure production properties protection range ratio reduced region Research shown shows specimens standard steel strain strength stress stress intensity factor stress range structure surface Table temperature tensile thickness toughness tubular joints values weld metal weld toe welded joints wide plate yield strength