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 614
Low strain wide plate fractures ( < 0.5 % ) were observed at -10 ° C in both the as - welded and PWHT conditions and ... All five of the PWHT wide plates failed whereas only four of the twelve AW wide plate panels failed below the 32 ...
Low strain wide plate fractures ( < 0.5 % ) were observed at -10 ° C in both the as - welded and PWHT conditions and ... All five of the PWHT wide plates failed whereas only four of the twelve AW wide plate panels failed below the 32 ...
Page 650
The CTOD design curve approach proposed in BSI PD6493 ( 3 ] is also based on the analysis of the results of wide plate tests compared with minimum values from CTOD tests . This design approach is used determine the maximum tolerable ...
The CTOD design curve approach proposed in BSI PD6493 ( 3 ] is also based on the analysis of the results of wide plate tests compared with minimum values from CTOD tests . This design approach is used determine the maximum tolerable ...
Page 678
This difference was attributed to differences in the HAZ microstructures sampled , differences in loading mode , specimen geometry and protection of cracks in HAZ of the transverse weld ( in the wide plate ) due to preferential yielding ...
This difference was attributed to differences in the HAZ microstructures sampled , differences in loading mode , specimen geometry and protection of cracks in HAZ of the transverse weld ( in the wide plate ) due to preferential yielding ...
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Contents
THICKNESS EFFECTS | 1 |
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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Common terms and phrases
alloy analysis applied base behaviour bending calculated carried compared composition concrete Conference constant corrosion crack growth CTOD curve cycles defect depth determined developed distribution effect element energy Engineering equation experimental fabrication factor failure fatigue crack Figure fracture function geometry given grade grain heat higher improved increase indicated influence initiation input inspection International length limited load lower material mean measured mechanical method microstructure normal notch observed obtained occur Offshore parameters performed pipe plate potential predicted present procedure production properties protection range ratio reduced region Research shown shows specimens standard steel strain strength stress stress intensity factor stress range structure surface Table temperature tensile thickness toughness tubular joints values weld metal weld toe welded joints wide plate yield strength
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 |
| Export Citation | BiBTeX EndNote RefMan |