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 3
S - N DATA AND HOT SPOT S - N CURVE Background The hot spot stress approach has been in routine use in the design of ... how it is derived from stress analysis of the structure . b ) The choice of hot spot stress design S - N curves .
S - N DATA AND HOT SPOT S - N CURVE Background The hot spot stress approach has been in routine use in the design of ... how it is derived from stress analysis of the structure . b ) The choice of hot spot stress design S - N curves .
Page 88
20 Nominal stress , o = P / AO ( MPa ) Load , P ( kN curve , 1.Omm - 1 Omn Minimum Cross section can be seen . All of the curves for compressive 1500 25 prestrained steels presents a representative Virgin steel R2 specimen Maximum ...
20 Nominal stress , o = P / AO ( MPa ) Load , P ( kN curve , 1.Omm - 1 Omn Minimum Cross section can be seen . All of the curves for compressive 1500 25 prestrained steels presents a representative Virgin steel R2 specimen Maximum ...
Page 226
The raw data from the advanced indentation test is the indentation loaddepth curve as shown in Fig . 2 . samples , cannot be applied to the testing of local welded joint . Recently , direct evaluation of mechanical properties of welded ...
The raw data from the advanced indentation test is the indentation loaddepth curve as shown in Fig . 2 . samples , cannot be applied to the testing of local welded joint . Recently , direct evaluation of mechanical properties of welded ...
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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