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 195
... fatigue strength at 2x10 cycles divided by tensile strength . As is evident from Table 4 and Fig . 6 , the influence of sulfur content on the fatigue strength is not observed in the case of not only pH7 but also pH13 by considering ...
... fatigue strength at 2x10 cycles divided by tensile strength . As is evident from Table 4 and Fig . 6 , the influence of sulfur content on the fatigue strength is not observed in the case of not only pH7 but also pH13 by considering ...
Page 197
... fatigue strength depends on the strength of the weakest location of the specimen and does not neces- sarily depend on the number of corrosion pits or that of cracks . Then , it is confirmed that the fatigue strength in pH7 are not so ...
... fatigue strength depends on the strength of the weakest location of the specimen and does not neces- sarily depend on the number of corrosion pits or that of cracks . Then , it is confirmed that the fatigue strength in pH7 are not so ...
Page 530
This combined with the use of high strength steel leads therefore to a better fatigue behavior of the tubular connections . - Further improvement of the toe geometry by TIG dressing greatly improved the fatigue resistance , because of ...
This combined with the use of high strength steel leads therefore to a better fatigue behavior of the tubular connections . - Further improvement of the toe geometry by TIG dressing greatly improved the fatigue resistance , because of ...
Contents
MATERIALS TECHNOLOGY | 9 |
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 attachment base behaviour bending calculated carried chord compared composite Conference constant corrosion curve cycles depth determined developed distribution element energy Engineering environment equation experimental fabrication failure fatigue strength field Figure fracture fracture mechanics function geometry given grade heat higher improved increase indicates influence initiation input International length levels limited load lower material mean measured mechanics method observed obtained Offshore performed pipe pitting plate predicted present 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 structure surface surface crack Table temperature tensile thickness effect toughness tubular joints values wall weld metal weld toe welded joints yield