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 90
The purpose is to establish an agreed basis for the design of the riser system and
as such , the following will be clearly identified : Increased scope of engineering
analyses and design work . Specially developed flexible software tools for ...
The purpose is to establish an agreed basis for the design of the riser system and
as such , the following will be clearly identified : Increased scope of engineering
analyses and design work . Specially developed flexible software tools for ...
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 ...
Page 268
Anson . . . centrifuge test 1 ( D = 240 mm ) + finite element analysis ( D = 250 mm
: square ) 0 . 005 0 . 0 ' Front 0 . 02 2000 1000 Disposerre Ttace o Displacement ,
mm . Figure 2 . Comparison between finite element calculation and centrifuge ...
Anson . . . centrifuge test 1 ( D = 240 mm ) + finite element analysis ( D = 250 mm
: square ) 0 . 005 0 . 0 ' Front 0 . 02 2000 1000 Disposerre Ttace o Displacement ,
mm . Figure 2 . Comparison between finite element calculation and centrifuge ...
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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 | |
16 other sections not shown
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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