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 73
9 tion along a through thickness crack in a full thickness specimen can be estimated qualitatively by testing small scale SENB specimens extracted from different through thickness positions and different weld metal microstructures .
9 tion along a through thickness crack in a full thickness specimen can be estimated qualitatively by testing small scale SENB specimens extracted from different through thickness positions and different weld metal microstructures .
Page 415
The external surface measurements included both axial and hoop stress measurements from the uncut specimen . ... The difference between the external measurements of the cut and uncut specimens within the standard error of measurement ...
The external surface measurements included both axial and hoop stress measurements from the uncut specimen . ... The difference between the external measurements of the cut and uncut specimens within the standard error of measurement ...
Page 668
܀ܢܐ 1.5 extension and this action is repeated for all specimens tested a J - Resistance curve is obtained . The idea can be extended if J and crack extension values obtained from specimens showing cleavage instability are plotted in ...
܀ܢܐ 1.5 extension and this action is repeated for all specimens tested a J - Resistance curve is obtained . The idea can be extended if J and crack extension values obtained from specimens showing cleavage instability are plotted in ...
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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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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