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 138
... measured on cross - sections from the weld joints taken from between the fatigue tested specimens . Weld start / stop positions were not selected for analysis , since they were unrepresentative of the weld toes within the fatigue test ...
... measured on cross - sections from the weld joints taken from between the fatigue tested specimens . Weld start / stop positions were not selected for analysis , since they were unrepresentative of the weld toes within the fatigue test ...
Page 162
... measurement of hot spot strains in both the brace and the chord . Due to the relatively small dimensions of the joints , gauges of 1 mm length were used . Strains were measured along extrapolation lines ( 0 ° , 45 ° and 90 ° ) on both ...
... measurement of hot spot strains in both the brace and the chord . Due to the relatively small dimensions of the joints , gauges of 1 mm length were used . Strains were measured along extrapolation lines ( 0 ° , 45 ° and 90 ° ) on both ...
Page 164
... measured SCF . On the basis of measured hot spot stress the fatigue strength of the CRHS joints was in reasonably good correspondence with the current fatigue design guidance for tubular joints . Due to the combination of a simple weld ...
... measured SCF . On the basis of measured hot spot stress the fatigue strength of the CRHS joints was in reasonably good correspondence with the current fatigue design guidance for tubular joints . Due to the combination of a simple weld ...
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