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 1222
... length . Such a criterion is normally adequate and provide firm decision criteria for stationary spans ( Fyrileiv et al . 1998 , ) . However , in areas associated with significant span development survey measurements may detect unduly ...
... length . Such a criterion is normally adequate and provide firm decision criteria for stationary spans ( Fyrileiv et al . 1998 , ) . However , in areas associated with significant span development survey measurements may detect unduly ...
Page 1223
... length relative to 1997 length May 1998 November 1997 July 1996 Survey date Fig.3 - Changes for spans exceeding 30 metres in 1997 . ANALYSIS METODOLOGY Two limit state conditions are normally to be considered for a pipeline on erodible ...
... length relative to 1997 length May 1998 November 1997 July 1996 Survey date Fig.3 - Changes for spans exceeding 30 metres in 1997 . ANALYSIS METODOLOGY Two limit state conditions are normally to be considered for a pipeline on erodible ...
Page 1235
... Length A sensitivity analysis of the effect of variation in the friction mobilisation length was performed . For a constant value of the frictional resistance , the mobilisation length was varied , yielding the results presented in ...
... Length A sensitivity analysis of the effect of variation in the friction mobilisation length was performed . For a constant value of the frictional resistance , the mobilisation length was varied , yielding the results presented in ...
Contents
OMAE2000OSU OFT3007 | 878 |
I | 879 |
OMAE2000OSU OFT4061 147 | 894 |
Copyright | |
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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