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 566
Defect Size Distribution For any probabilistic failure analysis to be credible it is
necessary to have a good estimate of the ... The goodness of fit is not critical for
small defect sizes as such defects are not important in determining the probability
of ...
Defect Size Distribution For any probabilistic failure analysis to be credible it is
necessary to have a good estimate of the ... The goodness of fit is not critical for
small defect sizes as such defects are not important in determining the probability
of ...
Page 611
Rogerson and Wong ( 44 ) Rogerson and Wong carried out a detailed analysis of
embedded weld defects namely defect height , for one particular structure in the
North Sea and the survey included about 1000 m of welding for 12 vertical node
...
Rogerson and Wong ( 44 ) Rogerson and Wong carried out a detailed analysis of
embedded weld defects namely defect height , for one particular structure in the
North Sea and the survey included about 1000 m of welding for 12 vertical node
...
Page 616
CONCLUSIONS Sensitivity study of defect size distributions Defect size
population in welds can be divided into ... Under fatigue loading , these defects
will either coalesce to form larger cracks or stop growing below the threshold .
medium ...
CONCLUSIONS Sensitivity study of defect size distributions Defect size
population in welds can be divided into ... Under fatigue loading , these defects
will either coalesce to form larger cracks or stop growing below the threshold .
medium ...
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Common terms and phrases
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 |