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 29
The dynamic equations of both structure and acting ice sheet and their solutions
for each phase are presented in detail , and the various normalized
dimensionless parameters related to this model are comprehensively studied .
This model ...
The dynamic equations of both structure and acting ice sheet and their solutions
for each phase are presented in detail , and the various normalized
dimensionless parameters related to this model are comprehensively studied .
This model ...
Page 93
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 discussed briefly in turn :
Preliminary ...
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 discussed briefly in turn :
Preliminary ...
Page 96
be considered as small values of heave can give relatively large stresses due to
dynamic response of riser . automatic generation of FLEXCOM3D ( MCS
International , 2000b ) input . This facilitates reduced model generation and data
...
be considered as small values of heave can give relatively large stresses due to
dynamic response of riser . automatic generation of FLEXCOM3D ( MCS
International , 2000b ) input . This facilitates reduced model generation and data
...
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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