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 124
к Obrace 80 4.2.1 Prediction of Fatigue Crack Growth in Joint B3 . Fatigue crack growth in tubular joint B3 was calculated using the fatigue life prediction model , taking the first crack profile in Table 1 as a starting defect .
к Obrace 80 4.2.1 Prediction of Fatigue Crack Growth in Joint B3 . Fatigue crack growth in tubular joint B3 was calculated using the fatigue life prediction model , taking the first crack profile in Table 1 as a starting defect .
Page 128
Stress governs fatigue crack growth behavior through the stress intensity factor , as can be seen in variously different fracture mechanics fatigue crack growth laws . The objective of this paper is to provide generally applicable ...
Stress governs fatigue crack growth behavior through the stress intensity factor , as can be seen in variously different fracture mechanics fatigue crack growth laws . The objective of this paper is to provide generally applicable ...
Page 726
Relevant Parameters for Fatigue Crack Propagation in Girth Welded Joints Parameter Symbol Certain Uncertain intervals , or the extension of the planned life of a joint . Answering the second question could indicate the most critical ...
Relevant Parameters for Fatigue Crack Propagation in Girth Welded Joints Parameter Symbol Certain Uncertain intervals , or the extension of the planned life of a joint . Answering the second question could indicate the most critical ...
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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