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 43
... higher melting rate and hence higher deposition rate than DC + . To develop these basic principals further a series of tests were carried out using single wire submerged arc welding with constant electrode extension and variable current ...
... higher melting rate and hence higher deposition rate than DC + . To develop these basic principals further a series of tests were carried out using single wire submerged arc welding with constant electrode extension and variable current ...
Page 150
... higher yield strength of the consumable ring . Only two specimens tested at 150 ° C and loads at high maximum ( max ... higher in the consumable ring as compared to the base material ( when assumed that the strength of the GBα is similar ...
... higher yield strength of the consumable ring . Only two specimens tested at 150 ° C and loads at high maximum ( max ... higher in the consumable ring as compared to the base material ( when assumed that the strength of the GBα is similar ...
Page 319
... higher than the average concentration found in the chemical analysis of the steel . It is important to emphasize the variation of the manganese and the phosphorus concentrations at the light and dark bands and at the central segregation ...
... higher than the average concentration found in the chemical analysis of the steel . It is important to emphasize the variation of the manganese and the phosphorus concentrations at the light and dark bands and at the central segregation ...
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