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 440
Total Initiation Propagation % Initiation Life Life Life Life ( kcycles ) ( kcycles ) ( kcycles ) 413 358 13.3 1130 100 - 150 985 – 1030 8.8-13.3 148 20 128 13.5 613 120 493 19.6 250 5 245 2.0 1070 160 910 15.0 99 20 79 20.2 339 50 289 ...
Total Initiation Propagation % Initiation Life Life Life Life ( kcycles ) ( kcycles ) ( kcycles ) 413 358 13.3 1130 100 - 150 985 – 1030 8.8-13.3 148 20 128 13.5 613 120 493 19.6 250 5 245 2.0 1070 160 910 15.0 99 20 79 20.2 339 50 289 ...
Page 444
was observed as for optimum cathodic protection , i.e. , fewer active initiation sites . However , at the higher stress level , more initiation sites were active and the resulting crack shape development was similar to that for free ...
was observed as for optimum cathodic protection , i.e. , fewer active initiation sites . However , at the higher stress level , more initiation sites were active and the resulting crack shape development was similar to that for free ...
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 1 1 1 T.
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 1 1 1 T.
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Contents
OFFSHORE MECHANICS | 1 |
MATERIALS TECHNOLOGY | 9 |
The Plate Thickness Effect in Fatigue Predictions and Results A Review of Norwegian Work | 21 |
Copyright | |
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alloys analysis applied attachment base behaviour bending calculated carried chord compared composite Conference constant corrosion crack growth curve cycles depth determined developed distribution element energy Engineering environment equation experimental fabrication failure fatigue crack growth fatigue strength field Figure fracture fracture mechanics function geometry given grade heat higher improved increase indicated influence initiation International length load lower material mean measured Mechanics method normal observed obtained Offshore performed pipe pitting plate predicted presented pressure procedure production propagation properties range ratio reduced reference relation reported resistance samples shown shows similar solution specimens standard steel strain strength stress intensity factor stress range structure surface Table temperature tensile thickness effect toughness tubular joints values wall weld metal weld toe welded joints yield