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 3
... Analysis Options Within the framework of maintaining the FAD - CDF compatibility , a range of analysis options is offered which enables advantage to be taken from increasing data quality and which reflects the variation in user ...
... Analysis Options Within the framework of maintaining the FAD - CDF compatibility , a range of analysis options is offered which enables advantage to be taken from increasing data quality and which reflects the variation in user ...
Page 5
... analysis . This is because it is dependent on the quality of the data : on numbers of specimens tested , on how the value of the input used in the analysis is obtained from such test results , on how closely these values represent the ...
... analysis . This is because it is dependent on the quality of the data : on numbers of specimens tested , on how the value of the input used in the analysis is obtained from such test results , on how closely these values represent the ...
Page 268
... analysis . The Weibull stress ( not the critical Weibull stress at fracture ) depends on the work hardening property of the material and the geometrical condition in the component , which will exert an influence on the equivalent CTOD ...
... analysis . The Weibull stress ( not the critical Weibull stress at fracture ) depends on the work hardening property of the material and the geometrical condition in the component , which will exert an influence on the equivalent CTOD ...
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