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 25
... distribution fitted to experimental data is conservative . The distribution is based on a three parameter Weibull distribution with a shape parameter of 4. Validation of the procedure is provided by experimental data from weld metal ...
... distribution fitted to experimental data is conservative . The distribution is based on a three parameter Weibull distribution with a shape parameter of 4. Validation of the procedure is provided by experimental data from weld metal ...
Page 28
... distribution shape parameter of 4 is not optimum . Nevertheless , STEP 2 or STEP 3 does appear to provide a conservative description of the lower tail to the fracture toughness distribution . The appropriate values of toughness at a ...
... distribution shape parameter of 4 is not optimum . Nevertheless , STEP 2 or STEP 3 does appear to provide a conservative description of the lower tail to the fracture toughness distribution . The appropriate values of toughness at a ...
Page 86
... distribution v - long .: 3mm / s v - transv : 20mm / s t : 0.258 Distribut . coef .. : 1.5 Weaving time.:0% Energy density distribution v - long .: 3mm / s v - transv : 20mm / s t : 2.3s Distribut . coef .. : 0.75 Weaving AA AR -350 300 ...
... distribution v - long .: 3mm / s v - transv : 20mm / s t : 0.258 Distribut . coef .. : 1.5 Weaving time.:0% Energy density distribution v - long .: 3mm / s v - transv : 20mm / s t : 2.3s Distribut . coef .. : 0.75 Weaving AA AR -350 300 ...
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