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
... angle was measured on the same magnified image using the line drawing facility in an imaging software package . Angles were defined so that a flat connection between weld and base metal has an angle of 180 degrees . RESULTS The fatigue ...
... angle was measured on the same magnified image using the line drawing facility in an imaging software package . Angles were defined so that a flat connection between weld and base metal has an angle of 180 degrees . RESULTS The fatigue ...
Page 139
... angle . This is particularly notable for the manually - welded panel which had a poorer fatigue performance than the low heat input panel , but a larger weld toe angle . The larger angle was generated in part due to the three - pass ...
... angle . This is particularly notable for the manually - welded panel which had a poorer fatigue performance than the low heat input panel , but a larger weld toe angle . The larger angle was generated in part due to the three - pass ...
Page 197
... angle off - axis loading . Fawaz and Ellyin [ 8 ] has investigated the effect of R ratio on cyclic fatigue behavior of a unidirectional glass / epoxy . In Figure 9 a comparison of fatigue lives under R = 0 and R = 0.5 is shown for the ...
... angle off - axis loading . Fawaz and Ellyin [ 8 ] has investigated the effect of R ratio on cyclic fatigue behavior of a unidirectional glass / epoxy . In Figure 9 a comparison of fatigue lives under R = 0 and R = 0.5 is shown for the ...
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