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 390
( AS ) , Individual stress range haviour are still under investigation but all the slow growth data appeared to have come from fatigue crack growth in low stress range ( AS S 150 MPa ) . ( AS ) ; j Individual stress range to which the ...
( AS ) , Individual stress range haviour are still under investigation but all the slow growth data appeared to have come from fatigue crack growth in low stress range ( AS S 150 MPa ) . ( AS ) ; j Individual stress range to which the ...
Page 445
Careful crack growth monitoring throughout the Canadian testing program has indicated that crack shape development is a significant factor in the influence of seawater and cathodic pro tection on fatigue life .
Careful crack growth monitoring throughout the Canadian testing program has indicated that crack shape development is a significant factor in the influence of seawater and cathodic pro tection on fatigue life .
Page 552
If the initial stress intensity range is low, crack growth may be halted (19) or slowed (8) due to the action of calcareous deposits in promoting crack closure. At higher ranges of stress intensity the rate of calcareous deposition is ...
If the initial stress intensity range is low, crack growth may be halted (19) or slowed (8) due to the action of calcareous deposits in promoting crack closure. At higher ranges of stress intensity the rate of calcareous deposition is ...
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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