Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1988 - Arctic regions |
From inside the book
Results 1-3 of 66
Page 331
the Material 2 representation should demonstrate an improved elastic performance . Effective Stress - Strain Relationships curve is The The basic plasticity formulation given above is complete except for the description of the effective ...
the Material 2 representation should demonstrate an improved elastic performance . Effective Stress - Strain Relationships curve is The The basic plasticity formulation given above is complete except for the description of the effective ...
Page 332
... Material 2 are rigin than Material 1 , the reverse is true in space . This indicates that there is far c behavior involved within the Material 1 critical se than within Material 2. The predicted maximum ble longitudinal compressive ...
... Material 2 are rigin than Material 1 , the reverse is true in space . This indicates that there is far c behavior involved within the Material 1 critical se than within Material 2. The predicted maximum ble longitudinal compressive ...
Page 333
... material representations on the response of the pipeline to the side bend behavior within this soil type was ... Material 2 representation , which is consistent with the moment - curvature response given above for the same operating ...
... material representations on the response of the pipeline to the side bend behavior within this soil type was ... Material 2 representation , which is consistent with the moment - curvature response given above for the same operating ...
Contents
Model Tests | 3 |
B Bryndum V Jacobsen and D T Tsahalis 9 | 21 |
Scour Under Pipelines | 33 |
Copyright | |
33 other sections not shown
Other editions - View all
Common terms and phrases
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