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 407
From the measured Δε , the SnCF is determined as the ratio of HS HS to the nominal strain range in the brace de The ° Δε for in plane bending is the maximum bending strain obtained in the brace at the crown position , using conventional ...
From the measured Δε , the SnCF is determined as the ratio of HS HS to the nominal strain range in the brace de The ° Δε for in plane bending is the maximum bending strain obtained in the brace at the crown position , using conventional ...
Page 491
The quantitative data obtained are plotted in Figure 3 and show that the amount of GF increases with increasing Ceoz in the electrode at the expense of AF and AC . The mean linear intercept of the prior columnar austenite grain width ...
The quantitative data obtained are plotted in Figure 3 and show that the amount of GF increases with increasing Ceoz in the electrode at the expense of AF and AC . The mean linear intercept of the prior columnar austenite grain width ...
Page 548
If this deviation ( o = .083 ) is then compared with those deviations obtained in the literature for tests solely on normalized steels , these range from .091 ( 20 ) to 0.203 ( 13 ) ( the sample size in these tests being less than that ...
If this deviation ( o = .083 ) is then compared with those deviations obtained in the literature for tests solely on normalized steels , these range from .091 ( 20 ) to 0.203 ( 13 ) ( the sample size in these tests being less than that ...
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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