Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
From inside the book
Results 1-3 of 9
Page 442
... Temperature ( ° C ) 28 27 27 29 Diameter ( mm ) 3 3 3 3 Humidity ( % ) 60 61 61 55 Mass in air ( gr / m ) 6.45 5.85 4.33 3.92 Tensile speed ( mm / s ) 1.3 3.1 0.4 0.8 Mass in water 50 % B. S. ( kgf ) 135 90 230 260 0.65 -0.4 1.18 -0.27 ...
... Temperature ( ° C ) 28 27 27 29 Diameter ( mm ) 3 3 3 3 Humidity ( % ) 60 61 61 55 Mass in air ( gr / m ) 6.45 5.85 4.33 3.92 Tensile speed ( mm / s ) 1.3 3.1 0.4 0.8 Mass in water 50 % B. S. ( kgf ) 135 90 230 260 0.65 -0.4 1.18 -0.27 ...
Page 25
... temperature . As the steel temperature increases , particularly to temperatures greater than 400 ° C , the yield strength and the elastic modulus fall . As the properties change , the load distribution in the structure changes , plastic ...
... temperature . As the steel temperature increases , particularly to temperatures greater than 400 ° C , the yield strength and the elastic modulus fall . As the properties change , the load distribution in the structure changes , plastic ...
Page 30
... temperature gradient effects are estimated from the solution of the energy equation assuming that species diffusion due to pressure and extemal forces are negligible . This is formulated in terms of conservation of static enthalpy h ...
... temperature gradient effects are estimated from the solution of the energy equation assuming that species diffusion due to pressure and extemal forces are negligible . This is formulated in terms of conservation of static enthalpy h ...
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 | |
25 other sections not shown
Other editions - View all
Common terms and phrases
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