Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 2American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 59
... strengths of 70 ksi and maximum yield strengths of 85 ksi . The minimum ultimate strength will be 82 ksi . Mill coupon tests indicate that the mean yield strength will be 78 ksi , and have a variability of V = 5 % . Elevation Above Mean ...
... strengths of 70 ksi and maximum yield strengths of 85 ksi . The minimum ultimate strength will be 82 ksi . Mill coupon tests indicate that the mean yield strength will be 78 ksi , and have a variability of V = 5 % . Elevation Above Mean ...
Page 105
... strength steels with yield strength in the range 420 to 500 MPa , have attracted considerable interest within the offshore industry . This is primarily due to the potential for weight saving and reduction in volume of weld metal through ...
... strength steels with yield strength in the range 420 to 500 MPa , have attracted considerable interest within the offshore industry . This is primarily due to the potential for weight saving and reduction in volume of weld metal through ...
Page 417
... strength models . Examples of bad modelling from existing code strength formulations are illustrated . The procedures established to best meet the criteria are illustrated for the strength limit states developed for orthogonally ...
... strength models . Examples of bad modelling from existing code strength formulations are illustrated . The procedures established to best meet the criteria are illustrated for the strength limit states developed for orthogonally ...
Contents
Stochastic Storm Profiles for Strain Accumulation in Clay | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 6 |
Probabilistic Analysis of Local Ice Pressures | 7 |
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applied approach approximation Arctic assessment assumed blast calculated coefficient coefficient of variation component computed considered correlation cost crack growth damage defined density deterministic developed distribution drilling effect element Engineering environmental equation error estimated evaluation event extreme factors failure mode failure probability fatigue crack Figure forces fracture mechanics frequency given global hindcast initial inspection joint limit state function linear load Lognormal maximum mean value measurements method normal distribution obtained Offshore Structures operations optimal panel parameters pipeline Piper Alpha plastic platform predicted pressure probabilistic probability density function probability distribution probability of failure procedure random variables reliability analysis reliability index repair response risk S-N curve sample ship simulation spectral spectral density standard deviation statistical steel stochastic storm STRELAS strength stress range structural reliability structural system system reliability Table tendon uncertainty vector Weibull distribution weld