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 51
The latter steel was BS 4360 Grade 43E which has a lower strength than the Grade 50 steel used in this test programme and was tested in three point bending . The Canadian tests were loaded via the upstand and strain gauge measurements ...
The latter steel was BS 4360 Grade 43E which has a lower strength than the Grade 50 steel used in this test programme and was tested in three point bending . The Canadian tests were loaded via the upstand and strain gauge measurements ...
Page 71
The difference in transition temperature between the lower and upper bound of the scatter band can be as high as 30 ° C ( transition temperature at 50 % of upper shelf energy ) . This is demonstrated for a submerged arc weld metal ...
The difference in transition temperature between the lower and upper bound of the scatter band can be as high as 30 ° C ( transition temperature at 50 % of upper shelf energy ) . This is demonstrated for a submerged arc weld metal ...
Page 72
A lower transition temperature shift for as deposited weld metal is observed when using a fatigue crack instead of a blunt V - notch . HAZ Charpy v impact testing is performed to quantify a change in base metal properties due to welding ...
A lower transition temperature shift for as deposited weld metal is observed when using a fatigue crack instead of a blunt V - notch . HAZ Charpy v impact testing is performed to quantify a change in base metal properties due to welding ...
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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 |