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 153
... maximum internal to maximum external weld SCF , the R ratio , in K- , Y- , X- and T - joints . The study , conducted using three - dimensional solid finite element models , generated a database of internal SCFs for the above joint types ...
... maximum internal to maximum external weld SCF , the R ratio , in K- , Y- , X- and T - joints . The study , conducted using three - dimensional solid finite element models , generated a database of internal SCFs for the above joint types ...
Page 154
... maximum internal to maximum external weld SCF ( hereafter referred to as the R ratio ) is calculated to be 0.55 . This means that the T ' curve with the maximum external SCF should govern only if the maximum internal weld SCF is not ...
... maximum internal to maximum external weld SCF ( hereafter referred to as the R ratio ) is calculated to be 0.55 . This means that the T ' curve with the maximum external SCF should govern only if the maximum internal weld SCF is not ...
Page 185
... Maximum Minumum Average 60 80 100 120 Generation number Figure 3 : GA output for first weight set ( [ w = 0.2 , w2 = 0.8 ] ) Maximum , minimum and average fitnesses ( run8 ) 15 • 00000 800 Table 2 shows schematically the best results ...
... Maximum Minumum Average 60 80 100 120 Generation number Figure 3 : GA output for first weight set ( [ w = 0.2 , w2 = 0.8 ] ) Maximum , minimum and average fitnesses ( run8 ) 15 • 00000 800 Table 2 shows schematically the best results ...
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