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 113
... as 3.0 MPa√m when it was used . In many cases the growth rate laws had two ... as the average and maximum values in looking at the effect of this mismatch ... weld geometry mismatch , as given by the km factor , is shown in Fig . 7 ( a ) ...
... as 3.0 MPa√m when it was used . In many cases the growth rate laws had two ... as the average and maximum values in looking at the effect of this mismatch ... weld geometry mismatch , as given by the km factor , is shown in Fig . 7 ( a ) ...
Page 120
... weld inspection , on - line inspection and , of particular relevance to this ... as a result of conducting the test . ISSUES AND OBJECTIVES In general the ... weld inspection ? The objectives of this study are therefore to quantify the ...
... weld inspection , on - line inspection and , of particular relevance to this ... as a result of conducting the test . ISSUES AND OBJECTIVES In general the ... weld inspection ? The objectives of this study are therefore to quantify the ...
Page 171
... as - welded parameter which defines the width = nt of the yield residual tension zone in the plate elements each side of the weld . 8 ' is the ratio of the initial central deflection of the plate to the thickness of the plate , X , is ...
... as - welded parameter which defines the width = nt of the yield residual tension zone in the plate elements each side of the weld . 8 ' is the ratio of the initial central deflection of the plate to the thickness of the plate , X , is ...
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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