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 16
10 - Predicted thickness effect by models using multiple cracks ( MC2 ) , single straight fronted crack ( SFC ) and single semi - elliptical crack ( SCI ) , compared with experimental total lives from several research programs crack ...
10 - Predicted thickness effect by models using multiple cracks ( MC2 ) , single straight fronted crack ( SFC ) and single semi - elliptical crack ( SCI ) , compared with experimental total lives from several research programs crack ...
Page 163
Variation of Stress Concentration factors around the intersection of tubulars 2.000 х - LEGEND - overage of experimental leading cracks 1.600 experimental + Newman - Raju 0 - Integral 1.200 صره Y 1 0.800 9 0.400 ( a ) ( b ) 0.000 0.000 ...
Variation of Stress Concentration factors around the intersection of tubulars 2.000 х - LEGEND - overage of experimental leading cracks 1.600 experimental + Newman - Raju 0 - Integral 1.200 صره Y 1 0.800 9 0.400 ( a ) ( b ) 0.000 0.000 ...
Page 165
2.000 - LEGEND - Х overage of experimental leading crocks experimental GT O Linear Moment Release 1.600 hinge 1.200 of poblo pa 0.800 0.400 0.000 0.000 0.200 0.400 0.600 0.800 1.000 ( a ) ( b ) a / T Fig 13.
2.000 - LEGEND - Х overage of experimental leading crocks experimental GT O Linear Moment Release 1.600 hinge 1.200 of poblo pa 0.800 0.400 0.000 0.000 0.200 0.400 0.600 0.800 1.000 ( a ) ( b ) a / T Fig 13.
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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