Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 77
... example reveals that the location of the deflection cable pull - in points and the sequence in which the cables are shortened are the most important aspects of the deflec- tion procedure in the finite element model . These are followed ...
... example reveals that the location of the deflection cable pull - in points and the sequence in which the cables are shortened are the most important aspects of the deflec- tion procedure in the finite element model . These are followed ...
Page 82
... example given later will demonstrate the deviation of the actual pipe displacement distribution function from a ... EXAMPLE An example is presented in this section to illustrate the use of this procedure . Pipeline Description A ...
... example given later will demonstrate the deviation of the actual pipe displacement distribution function from a ... EXAMPLE An example is presented in this section to illustrate the use of this procedure . Pipeline Description A ...
Page 285
... example , if the node is located at the shoreline in the above example , no outflow calculations are done . 3. The performance of certain components of the flow string can be accentuated . For example , if a valve is suspected of ...
... example , if the node is located at the shoreline in the above example , no outflow calculations are done . 3. The performance of certain components of the flow string can be accentuated . For example , if a valve is suspected of ...
Contents
OFFSHORE MECHANICS | 3 |
Seabed Scour Under Pipelines | 33 |
Flow Around and Forces on a Pipeline Near a Scoured | 39 |
Copyright | |
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acoustic velocity analysis Arctic Engineering axial bending bottom clamp boundary layer buckling calculated clad pipes clamp elevation compression Conference on Offshore crack cylinder deflection deformation developed dew point diameter drag drag coefficient effect electrode equation experimental Figure finite element finite element analysis flow force coefficients free span frequency friction function hoop stress hydrodynamic hydrodynamic forces in-line installation leak detection leak detection system length lift coefficient lift force line pipes liquid load maximum measured Mechanics and Arctic method monitoring nodal analysis Offshore Mechanics operating parameters phase pipe displacement pipeline pore predicted present pressure procedure ratio regular waves response riser roughness SCADA scour sea bed sea floor seabed shown simulated soil steady current strain strain gauges stress structural submarine pipelines surface technique temperature thickness tion two-phase flow values variation vertical vortex shedding weld metal