Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 2American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 175
... SN - curve SCF - stress concentration factor SWBS- still water stress T - time To - initial time Tbeg time at the beginning of crack growth Tend Тр Y · - time at the end of crack growth - average stress period - geometrical function a ...
... SN - curve SCF - stress concentration factor SWBS- still water stress T - time To - initial time Tbeg time at the beginning of crack growth Tend Тр Y · - time at the end of crack growth - average stress period - geometrical function a ...
Page 179
... curve in a logarithmic form is : for : Oup 20 > % log10 ( N ) log10 ( C1 ) - m1 * log10 ( 0 ) - m1 * log10 ( SCF ) for : 0 20 > Othr log10 ( N ) = log10 ( C2 ) - m2 * log10 ( 0 ) - m2 * log10 ( SCF ) ( 2 ) ... SN curves . d - edge 179.
... curve in a logarithmic form is : for : Oup 20 > % log10 ( N ) log10 ( C1 ) - m1 * log10 ( 0 ) - m1 * log10 ( SCF ) for : 0 20 > Othr log10 ( N ) = log10 ( C2 ) - m2 * log10 ( 0 ) - m2 * log10 ( SCF ) ( 2 ) ... SN curves . d - edge 179.
Page 180
crack Table 3 Design SN curves . d - edge distance Figure 8. Representative fatigue detail . DNV's design SN curves ... Curve I in air is applied as this is in a coated ballast tank with cathodic protection or a coated cargo tank . No ...
crack Table 3 Design SN curves . d - edge distance Figure 8. Representative fatigue detail . DNV's design SN curves ... Curve I in air is applied as this is in a coated ballast tank with cathodic protection or a coated cargo tank . No ...
Contents
Application to the Spanish | 25 |
PROBABILISTIC RESPONSE OF MARINE STRUCTURES | 79 |
Reducing Simulation Lengths in Extreme Response Estimation of a Flexible Riser | 99 |
Copyright | |
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acceptance criteria ALARP applied approach assessment assumed blowout blowout frequency calculated coefficient collisions components considered Cook Inlet crack growth curve database defined developed distribution drilling effect elements Engineering equation estimated evaluation event extreme failure probability fatigue damage Figueira da Foz Figure function given human error inspection installation joint kurtosis limit linear load marine structures maxima mean measures method normal normally distributed North Sea Norway Norwegian offshore construction offshore structures OHRAT operation parameters passive fire protection performed phase pipe platform prediction pressure probability of failure problem procedures random variables reliability analysis response riser risk analysis S-N curve Safety and Reliability safety factors sample scenarios ship significant wave height simulations SINTEF spectra spectrum statistical Statoil stress Table temperature tether uncertainty values velocity water depth weld