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 160
... developed from the current results , to be used in conjunction with the equations proposed by Baerheim et al ... developed from the T - joint results ( Eqns . ( 8 ) - ( 10 ) ) . Further equations to take into account the effect of brace ...
... developed from the current results , to be used in conjunction with the equations proposed by Baerheim et al ... developed from the T - joint results ( Eqns . ( 8 ) - ( 10 ) ) . Further equations to take into account the effect of brace ...
Page 256
... Developed Steel : -40 ° C USE VE - 60 ° C , NRL TNDT≤ - 85 ° C O Certified as per API RP2Z Commercially Produced Steel Thickness ( mm ) € 100 ( 3 ) 4 ) ( 1 ) 155 75 Thicker ( 5 ) ( 6 ) < ( 7 ) 50 Higher www Researched and Developed ...
... Developed Steel : -40 ° C USE VE - 60 ° C , NRL TNDT≤ - 85 ° C O Certified as per API RP2Z Commercially Produced Steel Thickness ( mm ) € 100 ( 3 ) 4 ) ( 1 ) 155 75 Thicker ( 5 ) ( 6 ) < ( 7 ) 50 Higher www Researched and Developed ...
Page 289
... developed . These developed steel plates were manufactured by the technology which have HAZ toughness improve without deterioration of mechanical properties of base metal , even if steel plates were welded with large heat input . These ...
... developed . These developed steel plates were manufactured by the technology which have HAZ toughness improve without deterioration of mechanical properties of base metal , even if steel plates were welded with large heat input . These ...
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