Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 126
... approximately 25 % . whereas it was near 75 % for D - 1 and approximately 95 % for D - 2 . While there was an eroded region on the trailing edge , near r / R ≈ 0.6 , for D - 1 and D - 2 , erosion was almost non - existent at that ...
... approximately 25 % . whereas it was near 75 % for D - 1 and approximately 95 % for D - 2 . While there was an eroded region on the trailing edge , near r / R ≈ 0.6 , for D - 1 and D - 2 , erosion was almost non - existent at that ...
Page 339
... approximately 1.02 . The Strouhal number , as de- terminated from the lift coefficient plot , is 0.21 which compares quite well with the experimental value of approximately 0.21 . The time average pressure coef- ficient , shown in ...
... approximately 1.02 . The Strouhal number , as de- terminated from the lift coefficient plot , is 0.21 which compares quite well with the experimental value of approximately 0.21 . The time average pressure coef- ficient , shown in ...
Page 508
... approximately 10mm , followed by fully reversed cycles with amplitude 8mm . In the latter block the specimen failed after three cycles due to through - thickness- cracking ( t - t - c ) in the local buckle region . Note that local ...
... approximately 10mm , followed by fully reversed cycles with amplitude 8mm . In the latter block the specimen failed after three cycles due to through - thickness- cracking ( t - t - c ) in the local buckle region . Note that local ...
Contents
PART | 1 |
Sea Surface Wind Stress in Stratified Atmospheric Flow | 49 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 65 |
Copyright | |
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acceleration amplitude analysis axial boundary conditions calculated cavitation cnoidal waves comparison components computed crest heights cylinder damping dent displacement distribution drag drag coefficient effects element equation estimated experimental factor Figure flow fluid force coefficients Fourier freak waves free surface function given Hilbert transform horizontal hull hydrodynamic hydrodynamic forces inertia interaction irregular wave linear wave LRFD maximum measured method monotower motion natural frequency nondimensional nonlinear North Sea obtained Ocean Offshore Structures OMAE oscillating parameters platform potential potential flow predicted pressure Proc reliability Reynolds number seastates second-order shear ship shown simulation skeg solution spectrum Statoil stress surface elevation Table theoretical transfer function transient wave values variable vertical vibration vortex induced vibrations vortex shedding wave elevation wave force wave kinematics wave load wave theory wave train Wheeler stretching wind