Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 164
... pressure 1.2 1 0.8 0.6 0.4 O Offshore Tubes CBI & SwRI tests pure pressure 0.2 0 2 4 8 6 10 spacing parameter ( L / D ) 0.2 0 12 14 0.5 Figure 1 : Effects of stiffener spacing on ultimate pres- sure . counts for large strains and ...
... pressure 1.2 1 0.8 0.6 0.4 O Offshore Tubes CBI & SwRI tests pure pressure 0.2 0 2 4 8 6 10 spacing parameter ( L / D ) 0.2 0 12 14 0.5 Figure 1 : Effects of stiffener spacing on ultimate pres- sure . counts for large strains and ...
Page 167
... pressure 0.3 0.6 0.9 parabolic exponential analysis reduced yield stress can be written as 3 Oyl = moy = - Oy = ( 15 ) where a indicates the level of hoop stress with respect ... pressure 0.8 0.6 0.4 0.2 ultimate pressure Tube C22J1_50 167.
... pressure 0.3 0.6 0.9 parabolic exponential analysis reduced yield stress can be written as 3 Oyl = moy = - Oy = ( 15 ) where a indicates the level of hoop stress with respect ... pressure 0.8 0.6 0.4 0.2 ultimate pressure Tube C22J1_50 167.
Page 168
normalized pressure 0.8 0.6 0.4 0.2 ultimate pressure Tube C22J1_50 D / t = 42 | e = 0.01 A = 1 / 4000 with residual str . zero pressure ⚫ analysis API interaction 。— modif . yield stress ( f , ) modif . tang . modulus ( ƒ ̧ ) 0 0.2 ...
normalized pressure 0.8 0.6 0.4 0.2 ultimate pressure Tube C22J1_50 D / t = 42 | e = 0.01 A = 1 / 4000 with residual str . zero pressure ⚫ analysis API interaction 。— modif . yield stress ( f , ) modif . tang . modulus ( ƒ ̧ ) 0 0.2 ...
Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
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added mass amplitude analysis ASME boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction dimensionless drag coefficient drag force drift force dynamic effects Engineering envelope equation experimental Figure fluid Fluid Mechanics free surface heave Hilbert transform horizontal hydrodynamic hydrodynamic force incident wave increase installation interaction irregular waves lift coefficient lift force linear load control lock-in matrix maximum measured method model tests modes mooring line nonlinear obtained Ocean Offshore Technology OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio response Reynolds number riser seastate second-order shear shedding frequency shown simulation solution spectral spectrum stationary cylinder stiffeners Strouhal Strouhal number transfer function transverse turbulence uniform flow values velocity potential vertical vibration vortex shedding water depth Wave Force wave frequency wave power