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 169
... fracture mechanics analysis of tubular members . The fracture theory is based on J - Tearing theory while the probabilistic analysis is based on a discrete probability method denoted denoted RASCAL . Applications of the methodology to ...
... fracture mechanics analysis of tubular members . The fracture theory is based on J - Tearing theory while the probabilistic analysis is based on a discrete probability method denoted denoted RASCAL . Applications of the methodology to ...
Page 268
... fracture . In this paper a probabilistic to assess the significance of such A analysis procedure zones is outlined . case study analysis is performed and comparisons are made between results of a Level 2 fracture assessment approach in ...
... fracture . In this paper a probabilistic to assess the significance of such A analysis procedure zones is outlined . case study analysis is performed and comparisons are made between results of a Level 2 fracture assessment approach in ...
Page 269
... fracture toughness of the surrounding material controls the fracture event . This simplified two - dimensional model is used as a first step to investigate how the probability of hitting LBZ's ( P ( HIT ) ) affects the fracture ...
... fracture toughness of the surrounding material controls the fracture event . This simplified two - dimensional model is used as a first step to investigate how the probability of hitting LBZ's ( P ( HIT ) ) affects the fracture ...
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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Common terms and phrases
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