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 171
... weight ratios and excellent fatigue and corrosion resistance that make them economically attractive for deepwater risers . To insure successful design and operation of composite risers , several key techni- cal issues that are unique to ...
... weight ratios and excellent fatigue and corrosion resistance that make them economically attractive for deepwater risers . To insure successful design and operation of composite risers , several key techni- cal issues that are unique to ...
Page 184
... weight and cost . The weight of the plate is calculated by considering the density of the material and dimensions of each ply and adding them all up . This function can easily be normalised . The same applies to the cost . The plate ...
... weight and cost . The weight of the plate is calculated by considering the density of the material and dimensions of each ply and adding them all up . This function can easily be normalised . The same applies to the cost . The plate ...
Page 185
... weight set ( [ w = 0.2 , w2 = 0.8 ] ) Maximum , minimum and average fitnesses ( run8 ) 15 • 00000 800 Table 2 shows schematically the best results obtained by the GA in each of these three cases , Figure 6 shows again these results ...
... weight set ( [ w = 0.2 , w2 = 0.8 ] ) Maximum , minimum and average fitnesses ( run8 ) 15 • 00000 800 Table 2 shows schematically the best results obtained by the GA in each of these three cases , Figure 6 shows again these 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