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 280
... pipe is shown . A flexible pipe is failed if one of its components fails . This may be due to tensile rupture of the helices under axial tension and internal pressure , collapse of carcass under external pressure or compression from ...
... pipe is shown . A flexible pipe is failed if one of its components fails . This may be due to tensile rupture of the helices under axial tension and internal pressure , collapse of carcass under external pressure or compression from ...
Page 329
... Pipe Properties : Youngs modulus E , Poisson ratio v , coefficient of expansion a , and strain hardening factor are all associated with minor uncertainties but are assumed deterministic due to a low expected impact on the final result .
... Pipe Properties : Youngs modulus E , Poisson ratio v , coefficient of expansion a , and strain hardening factor are all associated with minor uncertainties but are assumed deterministic due to a low expected impact on the final result .
Page 444
... pipe will at these depth have more or less a constant oscillating movement . The maximum excursion is found to be ... pipe falling through water can fall in two different ways as shown in Figure 3.1 . Figure 3.1 т a 2 ) W 3 ) b Possible ...
... pipe will at these depth have more or less a constant oscillating movement . The maximum excursion is found to be ... pipe falling through water can fall in two different ways as shown in Figure 3.1 . Figure 3.1 т a 2 ) W 3 ) b Possible ...
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