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 223
Final solution annealing treatment was performed in the laboratory furnace for 2 hours at 1150 ° C followed by water quenching . The compositions of the alloys used in the investigation are compiled in Table 1 . to a Evaluation of the ...
Final solution annealing treatment was performed in the laboratory furnace for 2 hours at 1150 ° C followed by water quenching . The compositions of the alloys used in the investigation are compiled in Table 1 . to a Evaluation of the ...
Page 367
Testings were performed at two temperatures , O ° C and -20 ° C , either in as - welded heat affected zone ( base metal in quenched and tempered conditions ) or after a 590 ° C ( 5 hours ) postweld heat treatment .
Testings were performed at two temperatures , O ° C and -20 ° C , either in as - welded heat affected zone ( base metal in quenched and tempered conditions ) or after a 590 ° C ( 5 hours ) postweld heat treatment .
Page 557
2. a - N - curves for tests performed in air and under cathodic protection in seawater . AK - 14 MPa rin . R = 0.2 ' start tion , Crack initiation The combined effect of AX and the applied start potential on the initiation of fatigue ...
2. a - N - curves for tests performed in air and under cathodic protection in seawater . AK - 14 MPa rin . R = 0.2 ' start tion , Crack initiation The combined effect of AX and the applied start potential on the initiation of fatigue ...
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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 |
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Common terms and phrases
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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 8, Part 3 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1989 |
| Export Citation | BiBTeX EndNote RefMan |