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
45 Legend A Al weld toe X 13.2 mm from weld O 35-40 mm from weld 130 15 10 ° ( Soddle ) Z --- 975,000 CYCLES BEACH MARK X 375.000 CYCLES POTENTIAL OROP 340.000 CYCLES BEACM MARK 340.000 CYCLES POTENTIAL DROP 310.000 CYCLES BEACH MARK ...
45 Legend A Al weld toe X 13.2 mm from weld O 35-40 mm from weld 130 15 10 ° ( Soddle ) Z --- 975,000 CYCLES BEACH MARK X 375.000 CYCLES POTENTIAL OROP 340.000 CYCLES BEACM MARK 340.000 CYCLES POTENTIAL DROP 310.000 CYCLES BEACH MARK ...
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
DISCUSSION For the system studied , it is clear that sufficiently negative potentials promote hydrogen induced cracking . ... In the 3.5 % NaCl solution of pH 6 the hydrogen equilibrium potential equates to about -600 m VSCE : At ...
DISCUSSION For the system studied , it is clear that sufficiently negative potentials promote hydrogen induced cracking . ... In the 3.5 % NaCl solution of pH 6 the hydrogen equilibrium potential equates to about -600 m VSCE : At ...
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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 |