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 104
... microstructure and causes decreased strength and toughness . The microstructure of wet welds consists mainly of coarse primary ferrite ( PF ) and ferrite with aligned carbides ( FS ) depths ( Ibarra et al 1987 ) . In contrast , surface ...
... microstructure and causes decreased strength and toughness . The microstructure of wet welds consists mainly of coarse primary ferrite ( PF ) and ferrite with aligned carbides ( FS ) depths ( Ibarra et al 1987 ) . In contrast , surface ...
Page 106
... 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 . V - GROOVE WELDS The formulations 1F3 , 2F3 , 3F3 , and 4F2 were ...
... 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 . V - GROOVE WELDS The formulations 1F3 , 2F3 , 3F3 , and 4F2 were ...
Page 286
... microstructure region in the Figure . This difference in the microstructure among the weld metals is probably caused by the difference in the dilution shown in Fig . 1. Thus , it should be noted that the application of different welding ...
... microstructure region in the Figure . This difference in the microstructure among the weld metals is probably caused by the difference in the dilution shown in Fig . 1. Thus , it should be noted that the application of different welding ...
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