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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absorbed energy analysis Arctic Engineering July ASME assessment austenite base metal behavior bending brace CGHAZ Charpy impact Charpy impact test chord component composite material Conference On Offshore copper backing Copyright CTOD value curve cyclic defects developed dynamic effect Engineering July 11-16 equations equivalent CTOD evaluated fatigue tests ferrite fiber fire flux fracture toughness geometry GMAW GTAW HAZ toughness heat input increase intumescents iteration matrix maximum mechanical properties Mechanics and Arctic method microstructure notch obtained Offshore Mechanics offshore structures parameters passive fire protection porosity procedure Proceedings of OMAE99 PWHT ratio requirements residual stress risers S-N curve SCFEX shielding gas short circuiting SINTAP specimens standards steel plates strain stress intensity submerged arc welding surface Table temperature test results thickness titanium underwater welding Weibull stress weld metal weld pool weld toe welded joints wet welding wide plate wire yield strength