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 264
... stress and the isotropic effec- ve stress G. In this case the amplitude of the cyclic ear stress can be determined analytically using the hear consolidation theory . For the respons of the seabed , results of such lculations can be ...
... stress and the isotropic effec- ve stress G. In this case the amplitude of the cyclic ear stress can be determined analytically using the hear consolidation theory . For the respons of the seabed , results of such lculations can be ...
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 331
... stress - strain test program as representative of the effective stress - strain curve of the material . Consequently , the Ramberg - Osgood plasticity exponent was taken as 30 , which was the plasticity exponent associated with the ...
... stress - strain test program as representative of the effective stress - strain curve of the material . Consequently , the Ramberg - Osgood plasticity exponent was taken as 30 , which was the plasticity exponent associated with the ...
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