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 196
There exist some cases where many number of Mns in the neighborhood of the crack initiation point can be seen ( see Photo . 2 ( b ) ) . ( 3 ) Configuration of cracks ; The vertical section of the tested parts are examined from the point ...
There exist some cases where many number of Mns in the neighborhood of the crack initiation point can be seen ( see Photo . 2 ( b ) ) . ( 3 ) Configuration of cracks ; The vertical section of the tested parts are examined from the point ...
Page 555
ENVIRONMENTAL EFFECTS IN FATIGUE CRACK INITIATION AND PROPAGATION E. Maahn , Professor The Technical University of Denmark Lyngby , Denmark H. P. Nielsen The Danish Corrosion Centre Brondby , Denmark 555 simultane each go rotation of ...
ENVIRONMENTAL EFFECTS IN FATIGUE CRACK INITIATION AND PROPAGATION E. Maahn , Professor The Technical University of Denmark Lyngby , Denmark H. P. Nielsen The Danish Corrosion Centre Brondby , Denmark 555 simultane each go rotation of ...
Page 557
R = 0.2 ' start tion , Crack initiation The combined effect of AX and the applied start potential on the initiation of fatigue cracks are shown in Figura 3a and 3b . The initiation is defined as the number of cycles to grow a 0.5 mm ...
R = 0.2 ' start tion , Crack initiation The combined effect of AX and the applied start potential on the initiation of fatigue cracks are shown in Figura 3a and 3b . The initiation is defined as the number of cycles to grow a 0.5 mm ...
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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 |
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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 |