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 251
The resulting stress intensity factor solutions for surface cracks in tubular Y ... In early work ( Wang and Lambert , 1998a ) , a new model for the calculation of stress intensity factors for surface cracks in tubular joints was ...
The resulting stress intensity factor solutions for surface cracks in tubular Y ... In early work ( Wang and Lambert , 1998a ) , a new model for the calculation of stress intensity factors for surface cracks in tubular joints was ...
Page 252
This approach can be used to approximate the stress intensity factors for surface cracks in tubular Y - joints . The T - plate Model The T - plate model represents a simple welded joint and is often used as a model for more complex ...
This approach can be used to approximate the stress intensity factors for surface cracks in tubular Y - joints . The T - plate Model The T - plate model represents a simple welded joint and is often used as a model for more complex ...
Page 253
used to calculate stress intensity factors , as shown in Figures 3 . The stress distribution , olx ) , is the stress distribution on the prospective crack plane for the uncracked tubular Y - joint . An important factor in the accuracy ...
used to calculate stress intensity factors , as shown in Figures 3 . The stress distribution , olx ) , is the stress distribution on the prospective crack plane for the uncracked tubular Y - joint . An important factor in the accuracy ...
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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