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 402
16 EXAMPLES OF THE STRIATION OBSERVED WITH A. 504 Fast Fractuer Fatigue Crack Precrack FIG . 14 O 0-00 r growth rate ( da / dN ) corr / ( da / aN ) air normarized by the fatigue crack growth rate in air environment The fatigue crack ...
16 EXAMPLES OF THE STRIATION OBSERVED WITH A. 504 Fast Fractuer Fatigue Crack Precrack FIG . 14 O 0-00 r growth rate ( da / dN ) corr / ( da / aN ) air normarized by the fatigue crack growth rate in air environment The fatigue crack ...
Page 552
Such factors may explain the variations observed in the presented tests. In summary the data demonstrates the limited effectiveness of cathodic protection at higher stress ranges and its variability at low stress ranges.
Such factors may explain the variations observed in the presented tests. In summary the data demonstrates the limited effectiveness of cathodic protection at higher stress ranges and its variability at low stress ranges.
Page 577
This phenomenon was observed for all curing conditions , i.e. compressive strength ratios , except for the bond stress ratio sealed , air - dry and water - saturated concrete . determined at -165 ° C , where a greater increase was ...
This phenomenon was observed for all curing conditions , i.e. compressive strength ratios , except for the bond stress ratio sealed , air - dry and water - saturated concrete . determined at -165 ° C , where a greater increase was ...
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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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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