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 72
The bending angle is measured in an unloaded condition after bending . ... 1
Tensile specimen ( mm ) ben the lower sidates the comprefined as 0 degre 800
Measurements Residual strain and bending angle Longitudinal strain and
bending ...
The bending angle is measured in an unloaded condition after bending . ... 1
Tensile specimen ( mm ) ben the lower sidates the comprefined as 0 degre 800
Measurements Residual strain and bending angle Longitudinal strain and
bending ...
Page 243
STRAIN MEASUREMENTS Definition of strain The strain based fracture limit
state is based on a local strain at the cross ... The following strain parameters
were measured , as shown in Figure 5 : Global strain calculated from curvature of
pipe ...
STRAIN MEASUREMENTS Definition of strain The strain based fracture limit
state is based on a local strain at the cross ... The following strain parameters
were measured , as shown in Figure 5 : Global strain calculated from curvature of
pipe ...
Page 244
Ovalisation of the pipe at the cross section of the weld was assessed from the
deflection measurements . Crack mouth opening displacement ( CMOD ) was
also measured during the tests . Ductile crack extension was measured by ...
Ovalisation of the pipe at the cross section of the weld was assessed from the
deflection measurements . Crack mouth opening displacement ( CMOD ) was
also measured during the tests . Ductile crack extension was measured by ...
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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 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