Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 3American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 127
... curves available in guidance rules and concludes that the E - curve is the most appropriate . The results showed that the use of the C - curve as proposed by some fatigue designers may be inappropriate even for ground and TIG dressed ...
... curves available in guidance rules and concludes that the E - curve is the most appropriate . The results showed that the use of the C - curve as proposed by some fatigue designers may be inappropriate even for ground and TIG dressed ...
Page 128
... curves ( Stress in MPa ) are given in Table 1. Both the mean and the design values of " A " are provided . The design value shifts the mean S - N curve downward by 20 that corresponds to 97.7 % survival . The value of these constants ...
... curves ( Stress in MPa ) are given in Table 1. Both the mean and the design values of " A " are provided . The design value shifts the mean S - N curve downward by 20 that corresponds to 97.7 % survival . The value of these constants ...
Page 134
... curve as proposed by some fatigue designers appears to be inappropriate even for ground and TIG dressed specimens . The data also show that the use of curves lower than the E - curve , such as the F curve , for a single - side welded ...
... curve as proposed by some fatigue designers appears to be inappropriate even for ground and TIG dressed specimens . The data also show that the use of curves lower than the E - curve , such as the F curve , for a single - side welded ...
Contents
STRUCTURAL INTEGRITY PROCEDURES FOR EUROPE SINTAP | 1 |
OMAE99MAT2041 | 9 |
Development of the SINTAP Failure Assessment Diagrams for Compatibility With | 19 |
Copyright | |
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addition analysis applications approach ASME assessment base behavior bending CGHAZ Charpy compared component composite condition Conference Copyright crack critical CTOD curve defects deposition depth determined developed distribution dynamic effect element energy Engineering equations equivalent evaluated factors failure fatigue ferrite Figure fire fracture toughness function geometry given hardness heat input impact important improve increase initiation International joints length limit loading lower material matrix maximum mean measured mechanical method microstructure molten observed obtained offshore operating parameters performance phase pipe plate prediction present pressure procedure production properties protection range ratio reduced region requirements residual stress respectively risers safety ship shown shows specimens standards steel strain strength structures surface Table temperature tensile thickness values weld metal welded joints wire yield