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 329
... strain curve in the initial linear and reversible portion of the response . The yield stress as defined herein is the stress at a strain of 0.5 percent as prescribed by CSA Standard Z245.1-1979 . It should be pointed out that the ...
... strain curve in the initial linear and reversible portion of the response . The yield stress as defined herein is the stress at a strain of 0.5 percent as prescribed by CSA Standard Z245.1-1979 . It should be pointed out that the ...
Page 331
... strain curve . One method to describe the effective stress - strain curve is by the curvilinear Ramberg - Osgood representation given above and shown within Figure 1 . Within the Ramberg - Osgood formulation , as applied herein , the ...
... strain curve . One method to describe the effective stress - strain curve is by the curvilinear Ramberg - Osgood representation given above and shown within Figure 1 . Within the Ramberg - Osgood formulation , as applied herein , the ...
Page 332
... strain space plot given within Figure Besides the critical strain states shown within Figure 5 , is the von Mises yield surface , in terms of elastic strains , associated with the two material representations . The most interesting ...
... strain space plot given within Figure Besides the critical strain states shown within Figure 5 , is the von Mises yield surface , in terms of elastic strains , associated with the two material representations . The most interesting ...
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