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 91
... shown in figure 4 ( a ) and ( b ) . When the miss - alignment became 2mm , small porosity was sometimes appeared near opening side as shown in figure 4 ( c ) . The prototype copper backing was used in this case . This porosity was not ...
... shown in figure 4 ( a ) and ( b ) . When the miss - alignment became 2mm , small porosity was sometimes appeared near opening side as shown in figure 4 ( c ) . The prototype copper backing was used in this case . This porosity was not ...
Page 106
... shown in Figure 7. Acicular ferrite is preferred over the PF and FS microstructures due to its resistance to cleavage fracture . Figure 8 shows the difference in microstructure produced with the addition of titanium and boron at 140 ft ...
... shown in Figure 7. Acicular ferrite is preferred over the PF and FS microstructures due to its resistance to cleavage fracture . Figure 8 shows the difference in microstructure produced with the addition of titanium and boron at 140 ft ...
Page 197
... given here , with high k value is suitable . As shown in Figure 3 , k = 1.3 gives the best fit for Awerbuch and Hahn's data for the carbon / epoxy composite fatigue with : max ATLT + kσ = 43 N 0.0624 ( 4 ) Another critical issue in ...
... given here , with high k value is suitable . As shown in Figure 3 , k = 1.3 gives the best fit for Awerbuch and Hahn's data for the carbon / epoxy composite fatigue with : max ATLT + kσ = 43 N 0.0624 ( 4 ) Another critical issue in ...
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