Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15, Part 2American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 345
... applied stress range must decrease as the applied tensile mean stress increases . Although many practitioners , as well as researchers , may acknowledge the existence of mean stress effects , its effects are often ignored . From a ...
... applied stress range must decrease as the applied tensile mean stress increases . Although many practitioners , as well as researchers , may acknowledge the existence of mean stress effects , its effects are often ignored . From a ...
Page 346
to failure ) as the actual applied stress cycle , Samp , superimposed on the non - zero mean stress . The " R " in Sequ R = -1 is the ratio of minimum applied stress to maximum applied stress ; R = -1 therefore indicates a fully ...
to failure ) as the actual applied stress cycle , Samp , superimposed on the non - zero mean stress . The " R " in Sequ R = -1 is the ratio of minimum applied stress to maximum applied stress ; R = -1 therefore indicates a fully ...
Page 462
... applied , or to ensure that the load being applied is such that the environmental condition which would be required to produce that load does not result in the airgap being exceeded . A separate check may be carried out to ensure that ...
... applied , or to ensure that the load being applied is such that the environmental condition which would be required to produce that load does not result in the airgap being exceeded . A separate check may be carried out to ensure that ...
Contents
PROBABILISTIC MODELLING OF THE ENVIRONMENT AND RESPONSE | 1 |
A Nonlinear Model | 29 |
Spectral Bandwidth | 59 |
Copyright | |
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Common terms and phrases
Adriatic Sea airgap applied approach assessment assumed calculated capacity coefficient collapse components considered Cook Inlet corrosion crack criteria damage deck defined Det Norske Veritas deterministic developed Dogliani effects Engineering environmental equation escalation estimated evacuation evaluated event explosion extreme value extreme value distribution failure modes failure probability fatigue Figure frequency function Guedes Soares hazard hindcast Hoop Stress hull ignition initial inspection jack-up joint limit linear load mean value measured method mooring nonlinear North Sea offshore structures operation optimisation parameters passive fire protection plate platform predictions pressure probabilistic probability density function probability distribution probability of failure procedure random variables reliability analysis reliability index response riser risk Safety and Reliability safety factors scenarios section modulus ship significant wave height simulation SORM statistical stochastic strength structural reliability Table temperature towing uncertainties vector Weibull distribution wind