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 ... 0 60 32 mm ( LINE SPRING ) A Comparison between predicted and observed growth in depth and along the surface is shown ...
Fatigue crack growth in tubular joint B3 was calculated using the fatigue life prediction model , taking the first ... 0 60 32 mm ( LINE SPRING ) A Comparison between predicted and observed growth in depth and along the surface is shown ...
Page 393
15.00 P1 E log ( da / dN ) Crack Depth ( mm ) 10.00 5.00 ( da / dN ) 0.00 0.0 50.0 100.0 150.0 200.0 250.0 300.0 350.0 * 103 AK log ( K ) No. of Cycles FIGURE 3 COMPARISON BETWEEN EXPERIMENTAL AND PREDICTED CRACK GROWTH ( TUBULAR T ...
15.00 P1 E log ( da / dN ) Crack Depth ( mm ) 10.00 5.00 ( da / dN ) 0.00 0.0 50.0 100.0 150.0 200.0 250.0 300.0 350.0 * 103 AK log ( K ) No. of Cycles FIGURE 3 COMPARISON BETWEEN EXPERIMENTAL AND PREDICTED CRACK GROWTH ( TUBULAR T ...
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
OFFSHORE MECHANICS | 1 |
MATERIALS TECHNOLOGY | 9 |
The Plate Thickness Effect in Fatigue Predictions and Results A Review of Norwegian Work | 21 |
Copyright | |
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Common terms and phrases
alloys analysis applied attachment base behaviour bending calculated carried chord compared composite Conference constant corrosion crack growth curve cycles depth determined developed distribution element energy Engineering environment equation experimental fabrication failure fatigue crack growth fatigue strength field Figure fracture fracture mechanics function geometry given grade heat higher improved increase indicated influence initiation International length load lower material mean measured Mechanics method normal observed obtained Offshore performed pipe pitting plate predicted presented pressure procedure production propagation properties range ratio reduced reference relation reported resistance samples shown shows similar solution specimens standard steel strain strength stress intensity factor stress range structure surface Table temperature tensile thickness effect toughness tubular joints values wall weld metal weld toe welded joints yield