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 51
Within these limitations the Canadian and Japanese data confirm the trend that fatigue lives at higher stress ranges are only slightly influenced by section thickness increases above 100 mm , any major effect is with regard to the ...
Within these limitations the Canadian and Japanese data confirm the trend that fatigue lives at higher stress ranges are only slightly influenced by section thickness increases above 100 mm , any major effect is with regard to the ...
Page 386
150 can 100 - VID Stress Range ( MPa ) 50 -50 Cyclic stress range at various sections as indicated below an - 100 100 075 -075 -100 11 1 1 -0 50 -025 0 0 25 050 Normalised Distance ( South North ) FIG ...
150 can 100 - VID Stress Range ( MPa ) 50 -50 Cyclic stress range at various sections as indicated below an - 100 100 075 -075 -100 11 1 1 -0 50 -025 0 0 25 050 Normalised Distance ( South North ) FIG ...
Page 552
corresponding air tests . of the tests on the normalized steel in seawater with cathodic protection at the base stress ranges ( including small and large scale tests ) 2 showed enhancement to greater than air life , one to just below ...
corresponding air tests . of the tests on the normalized steel in seawater with cathodic protection at the base stress ranges ( including small and large scale tests ) 2 showed enhancement to greater than air life , one to just below ...
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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