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 167
... weld toe . The nominal stress , sometimes designated as undisturbed far - field stress , is generally computed using integral values of loads and sectional properties ( e . g . force per section area ; bending moment per section modulus ) ...
... weld toe . The nominal stress , sometimes designated as undisturbed far - field stress , is generally computed using integral values of loads and sectional properties ( e . g . force per section area ; bending moment per section modulus ) ...
Page 169
... Weld Geometry Two types of deviations may occur with respect to the local weld geometry causing uncertainties in the prediction of the fatigue strength . c1 ) Deviations Between Design and Real Weld Ge- ometry The real weld geometry ...
... Weld Geometry Two types of deviations may occur with respect to the local weld geometry causing uncertainties in the prediction of the fatigue strength . c1 ) Deviations Between Design and Real Weld Ge- ometry The real weld geometry ...
Page 170
... WELD SHAPE FACTOR The scatter of the weld shape factor for this type of weld is caused by different thickness ratios between stiffener and plate , t2 / t1 , and between weld throat and stiffener , a / t2 , resulting in different stress ...
... WELD SHAPE FACTOR The scatter of the weld shape factor for this type of weld is caused by different thickness ratios between stiffener and plate , t2 / t1 , and between weld throat and stiffener , a / t2 , resulting in different stress ...
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