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 76
... deformation curve and is estimated as : Csr = Au / ASLE ( 3 ) where △ SLE is the deformation caused by the SLE actions and A is the deformation corresponding to F , the ultimate action where the slope of action - deformation curve ...
... deformation curve and is estimated as : Csr = Au / ASLE ( 3 ) where △ SLE is the deformation caused by the SLE actions and A is the deformation corresponding to F , the ultimate action where the slope of action - deformation curve ...
Page 77
... deformation where the slope of action - deformation curve is reduced to 5 % of the initial elastic slope , and Car is assumed equal to 1.0 . REFERENCES [ 1 ] Arnold , P. , Bea , R. G. , Beebe , K. E. , Marshall , P. W. , Idriss , I. M. ...
... deformation where the slope of action - deformation curve is reduced to 5 % of the initial elastic slope , and Car is assumed equal to 1.0 . REFERENCES [ 1 ] Arnold , P. , Bea , R. G. , Beebe , K. E. , Marshall , P. W. , Idriss , I. M. ...
Page 313
... deformation field resembles that obtained in the normal temperature test . The ultimate capacity is 70 % of the capacity at room temperature and is achieved after a displacement of only 20 mm , compared to the 40 mm at room temperature ...
... deformation field resembles that obtained in the normal temperature test . The ultimate capacity is 70 % of the capacity at room temperature and is achieved after a displacement of only 20 mm , compared to the 40 mm at room temperature ...
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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