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 33
A ball joint is connecting the top of the riser to the surface vessel ( TLP ) . A load -
duration of five wave periods is employed in a regular wave analysis to obtain
stationary response . Analyses are performed in the time domain . The internal ...
A ball joint is connecting the top of the riser to the surface vessel ( TLP ) . A load -
duration of five wave periods is employed in a regular wave analysis to obtain
stationary response . Analyses are performed in the time domain . The internal ...
Page 283
For the shortest pipeline it will therefor be necessary to provide an anchor near
the wellhead . most critical section of the riser in terms of response is in the touch
down region . The response here can be optimised and reduced significantly by ...
For the shortest pipeline it will therefor be necessary to provide an anchor near
the wellhead . most critical section of the riser in terms of response is in the touch
down region . The response here can be optimised and reduced significantly by ...
Page 385
To predict the number of temperature drops pr year to give the basis for the
lifetime calculation the following assumptions are made : a ) b ) Thermal stresses
due to cooling of the riser from a steady state operating temperature . Stresses ...
To predict the number of temperature drops pr year to give the basis for the
lifetime calculation the following assumptions are made : a ) b ) Thermal stresses
due to cooling of the riser from a steady state operating temperature . Stresses ...
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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