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 72
FRACTURE TOUGHNESS RESULTS Submerged Arc and Manual Metal Arc Weld Metal Compared to the V - notched specimen results ... the difference in transition temperature shifts can only be explained comparing the microstructural situation at ...
FRACTURE TOUGHNESS RESULTS Submerged Arc and Manual Metal Arc Weld Metal Compared to the V - notched specimen results ... the difference in transition temperature shifts can only be explained comparing the microstructural situation at ...
Page 302
The resultant structure is much stiffer and suffers very little fabrication distortion compared with a comparable steel deck . It also has the merit of decreasing fabrication time by replacing the conventional steel stringer and deck ...
The resultant structure is much stiffer and suffers very little fabrication distortion compared with a comparable steel deck . It also has the merit of decreasing fabrication time by replacing the conventional steel stringer and deck ...
Page 441
For both pipe - plate specimens tested in seawater with free corrosion , there was a noticeable acceleration in crack coalescence as a result of more initiation sites compared with air . This can be seen in the crack shape development ...
For both pipe - plate specimens tested in seawater with free corrosion , there was a noticeable acceleration in crack coalescence as a result of more initiation sites compared with air . This can be seen in the crack shape development ...
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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