Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 202
... fatigue testing relevant North Sea . Development of Fatigue Loading Spectra , ASTM STP 1006. Philadelphia , PA , American Society for Testing 120 . and Materials . P. 99 Saito , T .. 1984. Kinetics of corrosion fatigue crack growth in ...
... fatigue testing relevant North Sea . Development of Fatigue Loading Spectra , ASTM STP 1006. Philadelphia , PA , American Society for Testing 120 . and Materials . P. 99 Saito , T .. 1984. Kinetics of corrosion fatigue crack growth in ...
Page 207
... fatigue strength estimates calculated from values of the fatigue variables generated using random numbers and the appropriate probability function for each variable . Statistical Modeling of Fatigue Variables The statistical ...
... fatigue strength estimates calculated from values of the fatigue variables generated using random numbers and the appropriate probability function for each variable . Statistical Modeling of Fatigue Variables The statistical ...
Page 210
... fatigue strength : see Table 6. Reducing the uncertainty in the bending factor ( x ) could increase the reliability factor ( RF = 0.626 ) by as much as 10 % . Equation 12 also suggests that an effort to reduce the other initially small ...
... fatigue strength : see Table 6. Reducing the uncertainty in the bending factor ( x ) could increase the reliability factor ( RF = 0.626 ) by as much as 10 % . Equation 12 also suggests that an effort to reduce the other initially small ...
Contents
Investigation of the Ergodicity Assumption for Sea States in the Reliability Assessment of Offshore | 1 |
OFFSHORE TECHNOLOGY PART | 19 |
Fatigue Loading | 33 |
Copyright | |
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analysis applied approach approximately assessment assumed average basic calculated coefficient component computed considered constant corresponding cost crack growth curve cycles damage defect density depends depth derived described determined developed deviation distribution drag effects Engineering equation equivalent estimated evaluated example expected extreme factor failure failure probability fatigue Figure force fracture frequency function geometry given important included increase indicated initial inspection integration joints limit linear load Lognormal material maximum mean measured mechanics method normal obtained offshore structures operation parameters performed period platform predicted present pressure probabilistic probability procedure random variable range ratio reference relative reliability represent requirements respectively response risk safety shown shows significant simulation standard statistical storm strength stress structure surface Table tension tether tubular uncertainty variables variation wave wave height weld