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 68
T. ) -V 2 21 E 0 A 3000mm 0 5 10 15 20 25 30 } Hydrostatic pressure ( MPa ) Strain gauge Water tank Pressure pump A ... 12 Relation between hydrostatic pressure and strain measured with strain gauges in the different location of the ...
T. ) -V 2 21 E 0 A 3000mm 0 5 10 15 20 25 30 } Hydrostatic pressure ( MPa ) Strain gauge Water tank Pressure pump A ... 12 Relation between hydrostatic pressure and strain measured with strain gauges in the different location of the ...
Page 79
shows the strain gauge arrangement . Strain gauges were attached interval of 50 mm in order to measure the local strain in detail . The experiments were carried out until a wrinkle with a large amplitude due to local buckling had formed ...
shows the strain gauge arrangement . Strain gauges were attached interval of 50 mm in order to measure the local strain in detail . The experiments were carried out until a wrinkle with a large amplitude due to local buckling had formed ...
Page 244
The intention of these measurements was to establish a link between a strain based fracture criterion and global design parameters , based on curvature of pipe . hypothesis of constant curvature and / or effects of ovalisation .
The intention of these measurements was to establish a link between a strain based fracture criterion and global design parameters , based on curvature of pipe . hypothesis of constant curvature and / or effects of ovalisation .
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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