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 91
... industries has contributed to reduced failure risk as a result of the greater control exercised by companies . ... codes of practice has not been reflected in reduction in the amount of quality control inspection carried out .
... industries has contributed to reduced failure risk as a result of the greater control exercised by companies . ... codes of practice has not been reflected in reduction in the amount of quality control inspection carried out .
Page 146
The reduced thickness section , which actually results in a material discontinuity , is an attempt to simulate the reduced system compliance due to the presence of the crack . It is assumed that or , n + a ( * ) ( 5b ) and , n a E Ep ...
The reduced thickness section , which actually results in a material discontinuity , is an attempt to simulate the reduced system compliance due to the presence of the crack . It is assumed that or , n + a ( * ) ( 5b ) and , n a E Ep ...
Page 416
These were approximately 1/2 yield stress level in the as welded state and this was reduced to about 1/4 yield stress level by pre - impacting . These levels of stress were insufficient to cause tension fatigue cycles high enough during ...
These were approximately 1/2 yield stress level in the as welded state and this was reduced to about 1/4 yield stress level by pre - impacting . These levels of stress were insufficient to cause tension fatigue cycles high enough during ...
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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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 8, Part 3 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1989 |
| Export Citation | BiBTeX EndNote RefMan |