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 , th / 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 , th / t1 , and between weld throat and stiffener , a / t2 , resulting in different stress ...
Contents
Application to the Spanish | 25 |
PROBABILISTIC RESPONSE OF MARINE STRUCTURES | 57 |
A Naess | 79 |
Copyright | |
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acceptance criteria amplitude applied approach approximation assessment assumed axial force bending blowout buoy calculated coefficient components considered Cook Inlet crack growth defined developed distribution drilling Engineering equation estimated evaluation event extreme value distribution failure paths failure probability fatigue damage fatigue strength Figueira da Foz Figure frequency function given human error inspection installation jet fire joint kurtosis linear marine structures maxima measurements method nonlinear normal normally distributed North Sea Norway obtained offshore construction offshore structures operation parameters passive fire protection performed phase pipe platform prediction pressure probability of failure problem procedure random variables reliability analysis reliability index response risk analysis S-N curve Safety and Reliability safety factors sample scenarios ship significant wave height simulation SINTEF spectra spectrum statistical Statoil stochastic stress Table temperature tether uncertainty Weibull weld