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 201
Figure 1 shows six cyclic polarization curves for Test Rods A , B and C in a 3.5 % NaCl deareated solution using a scan rate of lmV / s and one hour specimen equilibrium . The blocks of curves on the left hand side of Fig .
Figure 1 shows six cyclic polarization curves for Test Rods A , B and C in a 3.5 % NaCl deareated solution using a scan rate of lmV / s and one hour specimen equilibrium . The blocks of curves on the left hand side of Fig .
Page 223
In such a composition Z - phase is unlikely to be formed and the microstructure is free of precipitates in the solution annealed condition . available constituents . The ingots were machined , electro - slag remelted , hot forged and ...
In such a composition Z - phase is unlikely to be formed and the microstructure is free of precipitates in the solution annealed condition . available constituents . The ingots were machined , electro - slag remelted , hot forged and ...
Page 225
In this work two tests were choosen : constant load test in boiling 35 w / o magnesium chloride solution to simulate conditions in only chloride containing media and constant load test in a hydrogen sulphide containing solution to ...
In this work two tests were choosen : constant load test in boiling 35 w / o magnesium chloride solution to simulate conditions in only chloride containing media and constant load test in a hydrogen sulphide containing solution to ...
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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