Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 67
Grade W.T. O.D. ( mm ) ( inch ) API X100 12.7 36 Tensile properties ( Trans . Direction ) Specimen YS TS EL type ( MPa ) ( MPa ) ( % ) API ( flattened ) 735 886 23 Round bar 850 890 19 API ( flattened ) 734 923 21 Round bar 818 901 16 ...
Grade W.T. O.D. ( mm ) ( inch ) API X100 12.7 36 Tensile properties ( Trans . Direction ) Specimen YS TS EL type ( MPa ) ( MPa ) ( % ) API ( flattened ) 735 886 23 Round bar 850 890 19 API ( flattened ) 734 923 21 Round bar 818 901 16 ...
Page 87
A smooth round - bar tensile specimens with a diameter of 6mm and four types of tensile specimens with circumferential notch which is four kinds of different radius R of the notch root -R0.1 , R0.2 , R1 and R2 denotes the specimens with ...
A smooth round - bar tensile specimens with a diameter of 6mm and four types of tensile specimens with circumferential notch which is four kinds of different radius R of the notch root -R0.1 , R0.2 , R1 and R2 denotes the specimens with ...
Page 229
Higher work - hardening exponent can make the higher ultimate tensile strengths for advanced indentation test . And , we also found a good agreement of total flow properties for some steels such as SA508 and AISI 1025 with small ...
Higher work - hardening exponent can make the higher ultimate tensile strengths for advanced indentation test . And , we also found a good agreement of total flow properties for some steels such as SA508 and AISI 1025 with small ...
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Contents
OMAE2001MAT3010 | 1 |
OMAE2001MAT3011 | 11 |
OMAE2001MAT3013 | 17 |
Copyright | |
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analysis applied assessment bending boundary buckling calculated Charpy compared components compressive considered controlled corrosion crack crack initiation critical CTOD curve cycle defects defined deformation derivatives determined developed direction discrete displacement distribution ductile crack dynamic effect element Engineering equation estimated evaluated experiments factors failure fatigue fatigue cracks field Figure flexible force FPSO fracture toughness function geometry grain growth higher impact increase inspection International joints layer length load material maximum measured mechanical metal method microstructure node notch observed obtained offshore operation parameters performed phase pipe pipeline plastic plate predicted present pressure prestrained problem procedure range region respectively riser shown shows simulated specimens standard steel strain strength stress structures surface Table technique temperature tensile thickness weight weld yield