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 902
... fatigue potential for the two horizontal braces , see figure 8 and 9 . Traditional deterministic SN - curve estimates identified the most critical area to have 5-10 years fatigue life . Upon 10 years in - service and a requirement of ...
... fatigue potential for the two horizontal braces , see figure 8 and 9 . Traditional deterministic SN - curve estimates identified the most critical area to have 5-10 years fatigue life . Upon 10 years in - service and a requirement of ...
Page 903
... FATIGUE REQUIREMENTS . General REGULARITY According to NPD , 1998 , design fatigue factors ( DFF ) are specified according to the accessibility and consequence of failure of the detail , see Table 2. It is noted that consequences are ...
... FATIGUE REQUIREMENTS . General REGULARITY According to NPD , 1998 , design fatigue factors ( DFF ) are specified according to the accessibility and consequence of failure of the detail , see Table 2. It is noted that consequences are ...
Page 979
... Fatigue problems in tankers operating in the Trans- Alaska Pipeline System ( TAPS ) trade route along the U. S. West Coast have received much engineering analysis over the last two dec- ades . The " Atigun Pass " class of tankers alone ...
... Fatigue problems in tankers operating in the Trans- Alaska Pipeline System ( TAPS ) trade route along the U. S. West Coast have received much engineering analysis over the last two dec- ades . The " Atigun Pass " class of tankers alone ...
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