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 130
... range and independent of mean stress ( Gurney , 1977 ) . This is attributed to the fact that , regardless of the nominal stress ratio ( R ) or the applied mean stress , the actual stress range to which the joint is subjected will have ...
... range and independent of mean stress ( Gurney , 1977 ) . This is attributed to the fact that , regardless of the nominal stress ratio ( R ) or the applied mean stress , the actual stress range to which the joint is subjected will have ...
Page 133
... range and mean stress at the endurance condition can be presented by a straight line . The intercept of the line with the mean stress axis where the stress range is zero should be equal to the ultimate strength of the material . As ...
... range and mean stress at the endurance condition can be presented by a straight line . The intercept of the line with the mean stress axis where the stress range is zero should be equal to the ultimate strength of the material . As ...
Page 164
... range 12 mm and above . The application of Equation ( 2 ) for specimens with wall thickness in the range 4 - 10 mm is beyond the normal validity range for this equation . CONCLUSIONS An experimental analysis for the fatigue behaviour of ...
... range 12 mm and above . The application of Equation ( 2 ) for specimens with wall thickness in the range 4 - 10 mm is beyond the normal validity range for this equation . CONCLUSIONS An experimental analysis for the fatigue behaviour of ...
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