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 125
The allowable fatigue endurance calculated for 32 mm and thicker joints using the Department of Energy thickness correction is also shown in Figure 7 to demonstrate the margin of endurance allowed in the design .
The allowable fatigue endurance calculated for 32 mm and thicker joints using the Department of Energy thickness correction is also shown in Figure 7 to demonstrate the margin of endurance allowed in the design .
Page 156
However , the calculated results of the stress concentration factors using the finite element method for both brace and chord are slightly higher than those from the empirical formulas . Rhee and Salama ( 5 ) claimed that a 3 - D solid ...
However , the calculated results of the stress concentration factors using the finite element method for both brace and chord are slightly higher than those from the empirical formulas . Rhee and Salama ( 5 ) claimed that a 3 - D solid ...
Page 463
By assuming that the area under any one peak is closely approximated by oz Bach spectral moments can be generated to calculate an equivalent crossing rate . mo So see df = n ( e ) ) SoF ? Seedt = fi Biosos EE The equivalent period is ...
By assuming that the area under any one peak is closely approximated by oz Bach spectral moments can be generated to calculate an equivalent crossing rate . mo So see df = n ( e ) ) SoF ? Seedt = fi Biosos EE The equivalent period is ...
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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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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 |