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 890
... considered , combining the first inspection results and the probability of detection ( POD ) curve of the inspection tool . Due to the constraints to inspection as noted above , normal MPI technique was considered not to be appropriate ...
... considered , combining the first inspection results and the probability of detection ( POD ) curve of the inspection tool . Due to the constraints to inspection as noted above , normal MPI technique was considered not to be appropriate ...
Page 891
... considered to be more appropriate . A higher stress ratio results in a lower AKth value and high crack growth rates . The stress intensity range AK is a function of structural geometry ( Y ) , stress ranges and instantaneous crack size ...
... considered to be more appropriate . A higher stress ratio results in a lower AKth value and high crack growth rates . The stress intensity range AK is a function of structural geometry ( Y ) , stress ranges and instantaneous crack size ...
Page 1057
... considered one . The panel , whose longitudinal and transversal dimensions are L = 2181mm , comprises twelve " Z " shaped bonded and riveted stringers , four frames , three window cut- outs , doublers and a joint , which are all made of ...
... considered one . The panel , whose longitudinal and transversal dimensions are L = 2181mm , comprises twelve " Z " shaped bonded and riveted stringers , four frames , three window cut- outs , doublers and a joint , which are all made of ...
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