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 124
Fatigue crack growth in tubular joint B3 was calculated using the fatigue life prediction model , taking the first ... ( AK ) 2.71 Comparison between predicted and observed growth in depth and along the surface is shown in Figure 5 .
Fatigue crack growth in tubular joint B3 was calculated using the fatigue life prediction model , taking the first ... ( AK ) 2.71 Comparison between predicted and observed growth in depth and along the surface is shown in Figure 5 .
Page 391
Figures 8 and 9 show the comparison between experimental and predicted results , the agreement appears to be good ( detail from Kam and Dover , 1989a ) . ( 7 ) Repeat steps ( 3 ) to ( 6 ) until convergence is attained for the residue ...
Figures 8 and 9 show the comparison between experimental and predicted results , the agreement appears to be good ( detail from Kam and Dover , 1989a ) . ( 7 ) Repeat steps ( 3 ) to ( 6 ) until convergence is attained for the residue ...
Page 670
The test results of the 23 wide plates were compared with the predictions of tolerable or critical loads using PD6493-1980 ( 3 ) ... rev 2 ( 5 ) and ASME XI ( 4 ) while some results could be predicted using the EPRI - scheme ( 7 ) .
The test results of the 23 wide plates were compared with the predictions of tolerable or critical loads using PD6493-1980 ( 3 ) ... rev 2 ( 5 ) and ASME XI ( 4 ) while some results could be predicted using the EPRI - scheme ( 7 ) .
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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