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 12
... yield load solutions for the present geometry were obtained from the SINTAP compendium for mismatch yield loads [ 12 ] . Figure 4 show the results for the cases where both materials do not exhibit Lüders strain , whereas Fig . 5 shows ...
... yield load solutions for the present geometry were obtained from the SINTAP compendium for mismatch yield loads [ 12 ] . Figure 4 show the results for the cases where both materials do not exhibit Lüders strain , whereas Fig . 5 shows ...
Page 22
... yield stress and ultimate strength . Both for materials of continuous strain hardening and for those with yield plateau , the failure line is given up to L , = 1 through the corresponding level 0 equations , ( 14 ) and ( 15 ) ...
... yield stress and ultimate strength . Both for materials of continuous strain hardening and for those with yield plateau , the failure line is given up to L , = 1 through the corresponding level 0 equations , ( 14 ) and ( 15 ) ...
Page 23
... Yield Plateau Likely to be 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 ...
... Yield Plateau Likely to be 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 ...
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