Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 1232
... force distribution is shown in figure 4 d ) . As a result of this , the pipeline will not contract all the way back to its original position , i.e. there will be a residual end expansion at both pipeline ends . If the pipeline again is ...
... force distribution is shown in figure 4 d ) . As a result of this , the pipeline will not contract all the way back to its original position , i.e. there will be a residual end expansion at both pipeline ends . If the pipeline again is ...
Page 1233
... force balance ; The sum of the external axial forces , i.e. the frictional resistance forces , must be zero otherwise the entire flowline will not be in equilibrium axially . When the flowline is allowed to expand from the stationary ...
... force balance ; The sum of the external axial forces , i.e. the frictional resistance forces , must be zero otherwise the entire flowline will not be in equilibrium axially . When the flowline is allowed to expand from the stationary ...
Page 1254
... Force ratio ( H / V ) Vertical Force ( N ) Horizontal Force ( N ) 45 deg . ( small ) 45 deg . ( large ) 60 deg . ◇ 75 deg . A 0.08 0.14 V √ngT Figure 8 : The normalized horizontal forces plotted against the Froude Number for different ...
... Force ratio ( H / V ) Vertical Force ( N ) Horizontal Force ( N ) 45 deg . ( small ) 45 deg . ( large ) 60 deg . ◇ 75 deg . A 0.08 0.14 V √ngT Figure 8 : The normalized horizontal forces plotted against the Froude Number for different ...
Contents
OMAE2000OSU OFT3007 | 878 |
I | 879 |
OMAE2000OSU OFT4061 147 | 894 |
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alloys application ASME assessment axial bending buckling calculated coefficient composite Copyright corrosion crack growth CTOD cycles deformation depth displacement distribution DQEM drag coefficient drilling fluid Engineering equation failure fatigue crack Figure finite element fire flexible pipe flow flowline FM analysis fracture mechanics function grade gradient hammer peening increase initial inspection installation insulation interlayer layer length lift coefficient material maximum method mode operation parameters peening pipeline plastic plate predicted pressure probabilistic production propagation properties PWHT reduced velocity reliability resistance riser seabed shear shielding gas shown simulation SINTEF SN curves soil span specimens Statoil steel strain strength stress intensity factor stress range surface Table temperature tensile thermal thickness titanium tubular joints tundra turbidity current values vertical loop vessel weld metal weld toe yield strength yield stress Zeepipe