Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 2002 - Arctic regions |
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Page 90
o = Di ola ( 27 ) where H o are the parameters for normal distribution or term Imax
and minimum ice term Imir . Based on normal lognormal distribution ; n , B are the
parameters for Weibull distribution assumption , we can estimate the statistical ...
o = Di ola ( 27 ) where H o are the parameters for normal distribution or term Imax
and minimum ice term Imir . Based on normal lognormal distribution ; n , B are the
parameters for Weibull distribution assumption , we can estimate the statistical ...
Page 93
( 41 ) ( 2 ) Estimate the parameters for fatigue life by applying moment method .
For lognormal distribution , we have u = ln N - - 5 | n ( 1 + C ) o ? = In ( 1 + C ) ( 42
) For Weibull distribution with 2 parameters , it is required to solve the following ...
( 41 ) ( 2 ) Estimate the parameters for fatigue life by applying moment method .
For lognormal distribution , we have u = ln N - - 5 | n ( 1 + C ) o ? = In ( 1 + C ) ( 42
) For Weibull distribution with 2 parameters , it is required to solve the following ...
Page 566
Probability of Detection ( POD ) The basic elements of a Level Il fatigue crack
growth and fracture reliability assessment , as specified in BS 7910 , are as
follows : ( 1 ) specification of the probability distributions and parameters for the
relevant ...
Probability of Detection ( POD ) The basic elements of a Level Il fatigue crack
growth and fracture reliability assessment , as specified in BS 7910 , are as
follows : ( 1 ) specification of the probability distributions and parameters for the
relevant ...
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analysis anchor applied assessment bending calculated carried coating compared composite compressive considered corrosion crack crack growth curve cycles damage defects deformation depth determined developed direction displacement distribution dynamic effect element Engineering equation estimated evaluation factor failure fatigue field Figure finite element flexible fracture function geometry given Grade heat increase initial installation insulation integrity International joint length limit load locations material maximum mean measured mechanical method mooring observed obtained Offshore operation parameters performed pipe plate predicted present pressure problem procedure production properties range reliability represent residual resistance respectively riser rope safety shown shows side simulation solution specimens stage standard steel strain strength stress structure surface Table temperature tensile tension thermal thickness titanium uncertainties variable weld
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 2002 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791836134, 9780791836132 |
| Export Citation | BiBTeX EndNote RefMan |