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
... with crack growth . The resulting stress intensity factor solutions for surface
cracks in ... In early work ( Wang and Lambert , 1998a ) , a new model for the
calculation of stress intensity factors for surface cracks in tubular joints was
developed .
... with crack growth . The resulting stress intensity factor solutions for surface
cracks in ... In early work ( Wang and Lambert , 1998a ) , a new model for the
calculation of stress intensity factors for surface cracks in tubular joints was
developed .
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 welded joint ...
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 welded joint ...
Page 253
8 . Brace axial loads are applied . Only the stress intensity factor solutions at the
deepest point were reported . The resulting stress intensity factors were
normalised as follows : used to calculate stress intensity factors , as shown in
Figures 3 .
8 . Brace axial loads are applied . Only the stress intensity factor solutions at the
deepest point were reported . The resulting stress intensity factors were
normalised as follows : used to calculate stress intensity factors , as shown in
Figures 3 .
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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 finite element flexible FPSO fracture toughness function geometry grain growth higher impact increase inspection International joints layer length loading 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