Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 4American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 89
Flexible risers as distinct from rigid ( metallic ) risers - ABSTRACT The transport
of hydrocarbon fluids in deepwater floating ... The engineering design
requirements associated with deepwater riser systems are rigorous and
extensive in scope .
Flexible risers as distinct from rigid ( metallic ) risers - ABSTRACT The transport
of hydrocarbon fluids in deepwater floating ... The engineering design
requirements associated with deepwater riser systems are rigorous and
extensive in scope .
Page 90
a design basis to ensure that the resulting riser system fully satisfies the
requirements set by the Client . satisfactory design approach and for which there
is little or no guidance in the current international standards . The intent of this
paper is to ...
a design basis to ensure that the resulting riser system fully satisfies the
requirements set by the Client . satisfactory design approach and for which there
is little or no guidance in the current international standards . The intent of this
paper is to ...
Page 93
Preliminary Analysis the riser . Figure 2 is a representative flow chart for the
detailed analysis of dynamic risers . Engineering Aspects The key aspects of the
overall design of a dynamic riser system fall in to three main areas , which are ...
Preliminary Analysis the riser . Figure 2 is a representative flow chart for the
detailed analysis of dynamic risers . Engineering Aspects The key aspects of the
overall design of a dynamic riser system fall in to three main areas , which are ...
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Contents
POLAR AND ARCTIC | 1 |
Analysis of Ice Force Spectra in Physical Experiments | 7 |
Progressive Damage Mechanism for Ductile Failure for Polycrystalline Ice and | 15 |
Copyright | |
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analysis applied approach Arctic assessment axial bending buckle cable calculated carrier cause coefficient collapse combination compared Conference considered corrosion cost crack damage defect dependent depth detailed determined developed diameter displacement distribution dynamic effect element Engineering equation experimental factor failure field Figure flexible flow flowline fluid force foundation fracture function geometry given grooves heat increase initial inspection installation internal lateral layer length limit liner load material maximum measured Mechanics method observed obtained occur Offshore operation parameters performed phase pipe pipeline position predicted presented pressure production range ratio reduced relation resistance respectively response riser risk sand seabed shown shows simulation soil solution specimens steel strain strength stress structure surface Table temperature tests thermal thickness values wave wrinkle