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 311
WELDING OF HIGHER STRENGTH STEELS Consumable Development Mechanical Property Requirements The typical weld metal mechanical property requirements for welding BS 4360 modified grade 55F steel are detailed below :Yield Strength : 450 N ...
WELDING OF HIGHER STRENGTH STEELS Consumable Development Mechanical Property Requirements The typical weld metal mechanical property requirements for welding BS 4360 modified grade 55F steel are detailed below :Yield Strength : 450 N ...
Page 313
The currently used self shielded flux cored wire would not be suitable for welding these grades of steel and ... to a higher strength steel grade and consequent reduction section thicknesses in those areas where the higher strength ...
The currently used self shielded flux cored wire would not be suitable for welding these grades of steel and ... to a higher strength steel grade and consequent reduction section thicknesses in those areas where the higher strength ...
Page 449
They exhibited the typical cup and cone appearance ; an example of such purely ductile fractures from specimens of Grade 50E tested in solution at open circuit condition is shown in Fig . 4. These fractures consist of two major areas ...
They exhibited the typical cup and cone appearance ; an example of such purely ductile fractures from specimens of Grade 50E tested in solution at open circuit condition is shown in Fig . 4. These fractures consist of two major areas ...
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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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Common terms and phrases
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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 8, Part 3 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1989 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |