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 1
In the case of plates with transverse fillet welds it has been predicted that fatigue strength is governed not only by thickness but also by attachment size , although experimental confirmation is relatively limited thus far .
In the case of plates with transverse fillet welds it has been predicted that fatigue strength is governed not only by thickness but also by attachment size , although experimental confirmation is relatively limited thus far .
Page 388
Financial support provided by Esso Australia Limited , BHP Company Limited , the Australian Research Grants Scheme and the civil and Mining Engineering Foundation of the University of Sydney , for which sincere gratitude is expressed .
Financial support provided by Esso Australia Limited , BHP Company Limited , the Australian Research Grants Scheme and the civil and Mining Engineering Foundation of the University of Sydney , for which sincere gratitude is expressed .
Page 461
FATIGUE LIFE EVALUATION FOR INCLINED FLARE BOOMS M. Carr , A. J. Fyfe , G. H. G. Lewis , and S. Medonos John Brown Engineers and Constructors Limited London , United Kingdom ng in le 1 ) is at and : de .ABSTRACT A new formulation for ...
FATIGUE LIFE EVALUATION FOR INCLINED FLARE BOOMS M. Carr , A. J. Fyfe , G. H. G. Lewis , and S. Medonos John Brown Engineers and Constructors Limited London , United Kingdom ng in le 1 ) is at and : de .ABSTRACT A new formulation for ...
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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