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 78
... phase ( sample T ) has a substructure consisting of sub - units , similar to the morphology of bainite rather than Widmanstätten ferrite , which is present in sample O , with continuous and smooth aligned second phases ( Fig . 9 ) . The ...
... phase ( sample T ) has a substructure consisting of sub - units , similar to the morphology of bainite rather than Widmanstätten ferrite , which is present in sample O , with continuous and smooth aligned second phases ( Fig . 9 ) . The ...
Page 82
... phase is extended too and more wire material is molten . This incorporates a regulation of the process . At 1bar very high process stability is possible . Hyperbaric conditions can cause unstable operation of the process . Figure 2 ...
... phase is extended too and more wire material is molten . This incorporates a regulation of the process . At 1bar very high process stability is possible . Hyperbaric conditions can cause unstable operation of the process . Figure 2 ...
Page 84
... phase 160 140 120 80 ༄ ༔ ༔ ༔ ༔ 8 100 0.200 0.180 Spec . current Time 0.160 0.140 0.120 0.100 0.080 0.060 0.040 0.020 0.000 20 40 Wire feed speed down [ % ] 60 80 100 V up : 50 % 40vmax : 0.25m / s deltal : 1mm 20 min : 150A P : 1bar 0 ...
... phase 160 140 120 80 ༄ ༔ ༔ ༔ ༔ 8 100 0.200 0.180 Spec . current Time 0.160 0.140 0.120 0.100 0.080 0.060 0.040 0.020 0.000 20 40 Wire feed speed down [ % ] 60 80 100 V up : 50 % 40vmax : 0.25m / s deltal : 1mm 20 min : 150A P : 1bar 0 ...
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