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 232
Using one fibre on each side of an armour wire , axial and bending components may be resolved . Individual strain cycles may be logged , to obtain hysteresis loops for the slip region of pipe curvature . The data provide a unique ...
Using one fibre on each side of an armour wire , axial and bending components may be resolved . Individual strain cycles may be logged , to obtain hysteresis loops for the slip region of pipe curvature . The data provide a unique ...
Page 265
ABSTRACT The presence of cracks can reduce substantially the residual fatigue life of mechanical components . In areas like offshore oil exploitation a cracked element represents a critical situation that must be avoided , as the ocean ...
ABSTRACT The presence of cracks can reduce substantially the residual fatigue life of mechanical components . In areas like offshore oil exploitation a cracked element represents a critical situation that must be avoided , as the ocean ...
Page 361
3 which is the type 2 element corner node on the analysis domain boundary . Consider that only the values of the two displacement components at nodes are used to define the GDQ discretization .
3 which is the type 2 element corner node on the analysis domain boundary . Consider that only the values of the two displacement components at nodes are used to define the GDQ discretization .
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Contents
OMAE2001MAT3010 | 1 |
OMAE2001MAT3011 | 11 |
OMAE2001MAT3013 | 17 |
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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