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 23
... Present ? Yield Plateau Present in : Homogeneous or MM < 10 % 0.4- 0.2- 0 0.4 0.8 L 1.2 1.6 Figure 5. Comparison of failure lines for a ferritic steel . The second SINTAP procedure level , level 2 , is similar to the first one but ...
... Present ? Yield Plateau Present in : Homogeneous or MM < 10 % 0.4- 0.2- 0 0.4 0.8 L 1.2 1.6 Figure 5. Comparison of failure lines for a ferritic steel . The second SINTAP procedure level , level 2 , is similar to the first one but ...
Page 26
... present , the fracture toughness distribution will be biased to the higher toughness regions that are present . Thus the fitted distribution could result in non- conservative assessments being made . To avoid this potential problem ...
... present , the fracture toughness distribution will be biased to the higher toughness regions that are present . Thus the fitted distribution could result in non- conservative assessments being made . To avoid this potential problem ...
Page 162
... present study fatigue behaviour of CRHS joints subjected to axial and in - plane bending loading was investigated , and the results were compared with design guidance for RRHS and CCHS structures . Most of the specimens were joints with ...
... present study fatigue behaviour of CRHS joints subjected to axial and in - plane bending loading was investigated , and the results were compared with design guidance for RRHS and CCHS structures . Most of the specimens were joints with ...
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