Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 136
Mg RMS O , Mean of g Long term stress time history root mean square ( RMS ) value Local stress Materials constant in Manson - Coffin equation Mean local stress Nominal stress Yield stress Standard deviation of g Residual stress on ...
Mg RMS O , Mean of g Long term stress time history root mean square ( RMS ) value Local stress Materials constant in Manson - Coffin equation Mean local stress Nominal stress Yield stress Standard deviation of g Residual stress on ...
Page 138
The surface residual stress is assumed to be at the yield stress level ( Osu = Oy , which is controlled by the uncertainties of the materials properties ) and the effective decay of this stress through the thickness is controlled by the ...
The surface residual stress is assumed to be at the yield stress level ( Osu = Oy , which is controlled by the uncertainties of the materials properties ) and the effective decay of this stress through the thickness is controlled by the ...
Page 247
Stresses due to dead and service loads and stress spectra due to loads are calculated at locations with extreme stress concentration ( hot - spots ) using the Finite Element method . Material deterioration is considered due to crack ...
Stresses due to dead and service loads and stress spectra due to loads are calculated at locations with extreme stress concentration ( hot - spots ) using the Finite Element method . Material deterioration is considered due to crack ...
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Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |
Copyright | |
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acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces