Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 172
... strain curves are defined . Curvature is applied incrementally and at each small increase element strains , stresses and the hull bending moment are calculated . From this a complete bending moment - curvature relationship for the hull ...
... strain curves are defined . Curvature is applied incrementally and at each small increase element strains , stresses and the hull bending moment are calculated . From this a complete bending moment - curvature relationship for the hull ...
Page 311
... strain level followed by a long softening phase prior to fracture . This property tends to cause localisation of strains in a structure subjected to large inelastic deformations . 300 250 962.5 132.5 15 30 92.5 C 785 1000 15 5 27 92.5 ...
... strain level followed by a long softening phase prior to fracture . This property tends to cause localisation of strains in a structure subjected to large inelastic deformations . 300 250 962.5 132.5 15 30 92.5 C 785 1000 15 5 27 92.5 ...
Page 351
... strain curves of rectangular panels , which are used in Smith's method , are obtained from numerical database based on finite element method considering large deflection and elasto - plastic behavior . Next , simplified estimation ...
... strain curves of rectangular panels , which are used in Smith's method , are obtained from numerical database based on finite element method considering large deflection and elasto - plastic behavior . Next , simplified estimation ...
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amplitude applied approach Arctic Engineering assessment Bay of Campeche calculated coefficient components Conference on Offshore considered corrosion cost crack growth criteria damage deck defect distribution dynamic effect element equation estimate evaluated evidential reasoning approach factor fatigue Figure FPSO frequency function fuzzy given Guedes Soares hydrostatic test inspection planning installation jack-up linear maintenance marine maximum Mechanics and Arctic method monopod nonlinear North West Shelf obtained Offshore Mechanics offshore structures operations optimal parameters peak pipe pipeline prediction probabilistic probability density probability density function probability of failure procedure random variables reliability analysis reliability index response return period Rio de Janeiro riser risk risk based inspection safety seismic ship significant wave height simulation spectral spectrum statistical steel storm stress structural reliability subsea surface Table temperature theory ultimate strength uncertainty valves velocity water depth Weibull distribution wind