Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 2American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 199
STOCHASTIC FATIGUE OF WELDED STEEL JOINTS Shahram Sarkani Department of Civil , Mechanical and Environmental Engineering The George Washington University , Washington , D.C. David P. Kihl Structural Integrity Group David Taylor Model ...
STOCHASTIC FATIGUE OF WELDED STEEL JOINTS Shahram Sarkani Department of Civil , Mechanical and Environmental Engineering The George Washington University , Washington , D.C. David P. Kihl Structural Integrity Group David Taylor Model ...
Page 202
... fatigue damage but do increase the cycle count significantly . Tables 5 and 6 present fatigue life predictions for all the variable amplitude loadings using the P - M damage hypothesis in conjunction with the rainflow cycle ...
... fatigue damage but do increase the cycle count significantly . Tables 5 and 6 present fatigue life predictions for all the variable amplitude loadings using the P - M damage hypothesis in conjunction with the rainflow cycle ...
Page 246
... fatigue loading or higher stress concentration factors ( SCF ) . For a tether , however , fatigue may occur in many points around the circumference of the cross - section . Fatigue in jackets is , furthermore , related to some few ...
... fatigue loading or higher stress concentration factors ( SCF ) . For a tether , however , fatigue may occur in many points around the circumference of the cross - section . Fatigue in jackets is , furthermore , related to some few ...
Contents
Application to the Spanish | 25 |
PROBABILISTIC RESPONSE OF MARINE STRUCTURES | 57 |
A Naess | 79 |
Copyright | |
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acceptance criteria amplitude applied approach approximation assessment assumed axial force bending blowout buoy calculated coefficient components considered Cook Inlet crack growth defined developed distribution drilling Engineering equation estimated evaluation event extreme value distribution failure paths failure probability fatigue damage fatigue strength Figueira da Foz Figure frequency function given human error inspection installation jet fire joint kurtosis linear marine structures maxima measurements method nonlinear normal normally distributed North Sea Norway obtained offshore construction offshore structures operation parameters passive fire protection performed phase pipe platform prediction pressure probability of failure problem procedure random variables reliability analysis reliability index response risk analysis S-N curve Safety and Reliability safety factors sample scenarios ship significant wave height simulation SINTEF spectra spectrum statistical Statoil stochastic stress Table temperature tether uncertainty Weibull weld