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 347
Toughness of the SAW weldments was lower , resulting in at least 45 J at 40 ° C for the average values and 35 J for the individual values . As may be seen , impact toughness of weld metals meets all specifications known to date .
Toughness of the SAW weldments was lower , resulting in at least 45 J at 40 ° C for the average values and 35 J for the individual values . As may be seen , impact toughness of weld metals meets all specifications known to date .
Page 521
Influence of Test Techniques on SSCC reason а rate values do increase as the applied block length increases . The is that if the maximum amplitude cycle in a block is damaging then growth will proceed . A cut - off growth of 2 x 10-11 m ...
Influence of Test Techniques on SSCC reason а rate values do increase as the applied block length increases . The is that if the maximum amplitude cycle in a block is damaging then growth will proceed . A cut - off growth of 2 x 10-11 m ...
Page 696
10 , although the CTOD values of the flat specimen decline for the large value of Rm . As was shown earlier , the influence of the stress concentration of the T - joint diminishes in the case of the deep surface crack .
10 , although the CTOD values of the flat specimen decline for the large value of Rm . As was shown earlier , the influence of the stress concentration of the T - joint diminishes in the case of the deep surface crack .
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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 |
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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 |