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 191
... determined from data obtained from finite element analyses or small scale mode measurements . These design SCF values are very often different from the " true " values measured by strain gauges in full scale steel joints . Three ...
... determined from data obtained from finite element analyses or small scale mode measurements . These design SCF values are very often different from the " true " values measured by strain gauges in full scale steel joints . Three ...
Page 200
... determined , because each parameter has a specific influence on the crack growth rate curve ( Fig . 2 ) . The stress stress corrosion fatigue threshold Kisc and the plateau growth rate ( da / dN ) pi.o are related to the corrosion ...
... determined , because each parameter has a specific influence on the crack growth rate curve ( Fig . 2 ) . The stress stress corrosion fatigue threshold Kisc and the plateau growth rate ( da / dN ) pi.o are related to the corrosion ...
Page 207
... determined from laboratory data . Material Properties : To the degree that the Basquin - Morrow equation ( Eq . 1 ) describes the fatigue crack initiation and early growth phenomenon in the high cycle region , the material parameters of ...
... determined from laboratory data . Material Properties : To the degree that the Basquin - Morrow equation ( Eq . 1 ) describes the fatigue crack initiation and early growth phenomenon in the high cycle region , the material parameters of ...
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