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 133
10 Fatigue test results and investigated specimens in artificial sea water . -Fatigue tractire surface The respective lengths and numbers of the corrosion pits and fatigue cracks were measured and counted from enlarged photographs of ...
10 Fatigue test results and investigated specimens in artificial sea water . -Fatigue tractire surface The respective lengths and numbers of the corrosion pits and fatigue cracks were measured and counted from enlarged photographs of ...
Page 134
14 Corrosion pits and corrosion fatigue cracks observed in S2 specimen . sharp LO 0 0 50 100 150 200 250 300 350 400 Length of Corrosion Pit and Corrosion Fatigue Crack ( um ) Fig . 16 Relationships between crack tip angle and length of ...
14 Corrosion pits and corrosion fatigue cracks observed in S2 specimen . sharp LO 0 0 50 100 150 200 250 300 350 400 Length of Corrosion Pit and Corrosion Fatigue Crack ( um ) Fig . 16 Relationships between crack tip angle and length of ...
Page 188
information on fatigue damage of structural components , including fatigue crack size distribution , fatigue failure probability , fracture probability and so on . 13 offshore Structures Fatigue a Fracture Simulation system Fig 1.
information on fatigue damage of structural components , including fatigue crack size distribution , fatigue failure probability , fracture probability and so on . 13 offshore Structures Fatigue a Fracture Simulation system Fig 1.
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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