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 126
The results suggest that the reduction in mean fatigue life due to increasing the wall thickness of joints does not ... the deep surface defects from Table 4 did not show any reduction of fatigue life with increase in wall thickness .
The results suggest that the reduction in mean fatigue life due to increasing the wall thickness of joints does not ... the deep surface defects from Table 4 did not show any reduction of fatigue life with increase in wall thickness .
Page 128
According to this theory , the fatigue lives of all components with bending stress distributions along crack growing paths are likely to decrease with thickness increase . As can be seen later in this paper , however , it is not the ...
According to this theory , the fatigue lives of all components with bending stress distributions along crack growing paths are likely to decrease with thickness increase . As can be seen later in this paper , however , it is not the ...
Page 577
Splitting failure turned out to be the failure mechanism at For mix 1 the bond stress ratios increased at low temperatures ... an increase greater than that in the associated compressive which was observed at all testing temperatures .
Splitting failure turned out to be the failure mechanism at For mix 1 the bond stress ratios increased at low temperatures ... an increase greater than that in the associated compressive which was observed at all testing temperatures .
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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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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