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 437
THE INFLUENCE OF SEAWATER AND CATHODIC PROTECTION ON FATIGUE CRACK GROWTH IN A PIPE - PLATE MODEL OF TUBULAR JOINTS S. B. Lambert and D. J. Burns Department of Mechanical Engineering University of Waterloo Waterloo , Ontario , Canada ...
THE INFLUENCE OF SEAWATER AND CATHODIC PROTECTION ON FATIGUE CRACK GROWTH IN A PIPE - PLATE MODEL OF TUBULAR JOINTS S. B. Lambert and D. J. Burns Department of Mechanical Engineering University of Waterloo Waterloo , Ontario , Canada ...
Page 552
Of the tests on the normalized steel in seawater with cathodic protection at the base stress ranges (including small and large scale tests) 2 showed enhancement to greater than air life, one to .lust below air "M f #» and in one no ...
Of the tests on the normalized steel in seawater with cathodic protection at the base stress ranges (including small and large scale tests) 2 showed enhancement to greater than air life, one to .lust below air "M f #» and in one no ...
Page 555
The results show that the initiation of fatigue cracks from a Charpy - V notch with a radius of 0.25 18 strongly influenced by the cathodic protection level , with a maximum delay in initiation at around -1000 V SCE .
The results show that the initiation of fatigue cracks from a Charpy - V notch with a radius of 0.25 18 strongly influenced by the cathodic protection level , with a maximum delay in initiation at around -1000 V SCE .
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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