Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 2American Society of Mechanical Engineers, 1990 - Arctic regions |
From inside the book
Results 1-3 of 64
Page 170
... material J - Resistance curve , and the initial crack size . In order to examine separate effects the variability in the instability load due only to the variability in the material properties has been selected for study . Following ...
... material J - Resistance curve , and the initial crack size . In order to examine separate effects the variability in the instability load due only to the variability in the material properties has been selected for study . Following ...
Page 171
... material or This physical processes associated with fracture . source of variability is usually referred to as uncertainty , that is variability in predicted results due to a lack of knowledge or modeling of the physical process . This ...
... material or This physical processes associated with fracture . source of variability is usually referred to as uncertainty , that is variability in predicted results due to a lack of knowledge or modeling of the physical process . This ...
Page 207
... 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 ( fatigue strength coefficient ) ...
... 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 ( fatigue strength coefficient ) ...
Contents
Investigation of the Ergodicity Assumption for Sea States in the Reliability Assessment of Offshore | 1 |
OFFSHORE TECHNOLOGY PART | 19 |
Fatigue Loading | 33 |
Copyright | |
19 other sections not shown
Other editions - View all
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