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 22
... fatigue life to failure of each connection can be established by setting the fatigue damage ratio ' D ' equal to 1 and rearranging to give : - Analysis locations 1 to 11 included both global and local loading effects , and locations 12 ...
... fatigue life to failure of each connection can be established by setting the fatigue damage ratio ' D ' equal to 1 and rearranging to give : - Analysis locations 1 to 11 included both global and local loading effects , and locations 12 ...
Page 23
... Fatigue damage 13 12 11 09 08 05 09 07 04 03 With diffraction effects 02 Without diffraction effects 01 1 2 Comparison of the fatigue devague from3 different methods Box simplification Method 2 3 Method 3 Fatigue darnage keel 7 8 ...
... Fatigue damage 13 12 11 09 08 05 09 07 04 03 With diffraction effects 02 Without diffraction effects 01 1 2 Comparison of the fatigue devague from3 different methods Box simplification Method 2 3 Method 3 Fatigue darnage keel 7 8 ...
Page 84
... fatigue test . The DNV guideline calls for applying 100,000 or more cycles between a lower load corresponding to the minimum tension for the specific mooring system and each of several higher load corresponding to maximum tensions for ...
... fatigue test . The DNV guideline calls for applying 100,000 or more cycles between a lower load corresponding to the minimum tension for the specific mooring system and each of several higher load corresponding to maximum tensions for ...
Contents
OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |
OMAE2000OSU OFT3004 | 9 |
OMAE2000OSU OFT3005 | 17 |
Copyright | |
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amplitude analysis angle applied ASME assessment Bay of Campeche beam bending calculated catenary coefficient collision components computed Copyright corresponding corrosion cylinder damping deck developed displacement distribution drag coefficient dynamic effects Engineering environmental equation estimated ETCE/OMAE2000 Joint Conference factor failure fatigue damage Figure finite element fluid force FPSO fractile function Gumbel distribution Haltenbanken heave plate horizontal hydrodynamic increase Joint Conference Energy kurtosis LCVA linear load maximum measured method mode mode shape model tests mooring line mooring system motion natural frequency nonlinear obtained offshore structures Offshore Technology Conference parameters peak pipeline platform prediction pressure probability Proceedings of ETCE/OMAE2000 ratio regular wave response riser Riser Tension rope safety shear ship shown simulation soil Spar spar platform spectral spectrum static stiffener stiffness stress surface surge Table tension values variables velocity vertical vessel vibration Vortex Induced Vibration water depth wavelet wavenumber wind