Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 148
... crack growth model is suitable for the system analysis , since this correction becomes necessary . Results Crack growth curves at a = a , and a = ac for the second crack growth model are illustrated in Fig . 3 , in which all random ...
... crack growth model is suitable for the system analysis , since this correction becomes necessary . Results Crack growth curves at a = a , and a = ac for the second crack growth model are illustrated in Fig . 3 , in which all random ...
Page 154
... crack . Thus , if the only failure of interest is a through - thickness crack , both the S / N and fracture mechanics approach should yield the same result . On the other hand , a fracture mechanics - based approach is necessary if one ...
... crack . Thus , if the only failure of interest is a through - thickness crack , both the S / N and fracture mechanics approach should yield the same result . On the other hand , a fracture mechanics - based approach is necessary if one ...
Page 249
... crack depth and the SIF , therefore numerical calculation procedures have to be applied . For the Component Fatigue ... crack depth a and half crack width c and the other geometrical parameters the values for M and M can be calculated ...
... crack depth and the SIF , therefore numerical calculation procedures have to be applied . For the Component Fatigue ... crack depth a and half crack width c and the other geometrical parameters the values for M and M can be calculated ...
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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Common terms and phrases
added mass amplitude analysis applied ASME assessment axial boundary buoy calculated compliant tower components correlation crack growth curve cylinder damping deck displacement distribution domain drag drag coefficient dynamic effects Engineering equation estimated experimental factor fatigue flow fluid fracture mechanics free surface frequency hindcast horizontal hydrodynamic increase inspection installation interaction jack-up joints lift coefficient lift force linear load matrix maximum measured method modes module mooring line motion nonlinear obtained offshore structures OMAE operation oscillating cylinder parameters peak period phase piles pipe potential predicted pressure probability of failure procedure random random variables ratio reliability response Reynolds number riser risk safety seastate second-order shown in Figure significant wave height simulation spectral spectrum statistical stiffness stress Strouhal tether transfer function tubular variables vector velocity velocity potential vertical vortex shedding water depth wave force Weibull distribution weld wind