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
... stress at a stress 0.5 percent as prescribed by CSA Standard It should to Ju . The yield strain of Z245.1-1979 . common . In be pointed out that the mathematical yield stress , as defined within the Ramberg - Osgood formulation , has no ...
... stress at a stress 0.5 percent as prescribed by CSA Standard It should to Ju . The yield strain of Z245.1-1979 . common . In be pointed out that the mathematical yield stress , as defined within the Ramberg - Osgood formulation , has no ...
Page 330
... stress behavior is assumed to be minimal as the residual stress effects are assumed to be axisymmetric about the longitudinal centerline of the pipe . Therefore , only the direct stress components Syy and Soo are of interest herein ...
... stress behavior is assumed to be minimal as the residual stress effects are assumed to be axisymmetric about the longitudinal centerline of the pipe . Therefore , only the direct stress components Syy and Soo are of interest herein ...
Page 331
... stress- 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 ...
... stress- 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 ...
Contents
Model Tests | 3 |
B Bryndum V Jacobsen and D T Tsahalis 9 | 21 |
Scour Under Pipelines | 33 |
Copyright | |
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acoustic velocity analysis Arctic Engineering axial behaviour bending bottom boundary layer buckling cable calculated clamp Cobia compression corrosion crack cylinder deflection deformation developed dew point diameter drag drag coefficient effect elastic equation experimental field Figure finite element flow force coefficients free span frequency friction friction welding function hoop stress horizontal Hydraulic hydrodynamic hydrodynamic forces in-line installation irregular waves length lift coefficient lift force liquid load maximum measured mechanical method monitoring movement nodal analysis operating parameters phase pipe displacement pipe material pipeline predicted pressure procedure ratio response riser roughness SCADA scour sea bed sea floor seabed shown simulated slug soil steady current steel storm strain strain gauges stress structural submarine pipelines surface Technology temperature tion Turning Bands underwater values variation vertical vortex shedding water depth welding zone