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 607
The crack pattern , the failure mode and the collapse load investigated . Based on the plasticity theory of concrete , analytical method for calculating the ultimate load of shaft under concentrated load derived .
The crack pattern , the failure mode and the collapse load investigated . Based on the plasticity theory of concrete , analytical method for calculating the ultimate load of shaft under concentrated load derived .
Page 670
SO 1.75 2.00 2.25 .50 kr / Sr The test results of the 45 burst tests on pipe sections were compared with the predictions of tolerable loads or critical loads using the Battelle method ( 8 ) , PD6493-1980 ( 3 ) and CEGB failure route R6 ...
SO 1.75 2.00 2.25 .50 kr / Sr The test results of the 45 burst tests on pipe sections were compared with the predictions of tolerable loads or critical loads using the Battelle method ( 8 ) , PD6493-1980 ( 3 ) and CEGB failure route R6 ...
Page 730
I I I I I I I J-J 0 4 8 12 16 20 24 CRACK DEPTH, mm CRACKS MOST LIKELY TO CAUSE FAILURE Figure 7 . Prior Estimates of Crack Growth and the Most Probable Cause of Failure Before the End of the Planned Service Life hand side of Figure 7 ...
I I I I I I I J-J 0 4 8 12 16 20 24 CRACK DEPTH, mm CRACKS MOST LIKELY TO CAUSE FAILURE Figure 7 . Prior Estimates of Crack Growth and the Most Probable Cause of Failure Before the End of the Planned Service Life hand side of Figure 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 |
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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 |