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 45
Table 2 - Predicted Fatigue Life . ... in a T - N curve ( tension x number of cycles )
that is normally used to predict the fatigue life of mooring line components . ...
Figure 13 presents a graphical insight of the predicted life for the studied cases .
Table 2 - Predicted Fatigue Life . ... in a T - N curve ( tension x number of cycles )
that is normally used to predict the fatigue life of mooring line components . ...
Figure 13 presents a graphical insight of the predicted life for the studied cases .
Page 489
Both models predicted almost identical results . In Figure 7 for the case b < a the
Paris - Erdogan relation ( Equation 1 with Akcn = 0 ) is shown to grossly
underestimate the fatigue life . Considering the scatter in the experimental data ,
an ...
Both models predicted almost identical results . In Figure 7 for the case b < a the
Paris - Erdogan relation ( Equation 1 with Akcn = 0 ) is shown to grossly
underestimate the fatigue life . Considering the scatter in the experimental data ,
an ...
Page 527
It has to be borne in mind that these over - predictions were based on a C value
that is below the mean value suggested ... 4mm , 2c = 8mm ) , rather similar crack
growth in the a - direction was predicted using either the 2D - or 3D My solution .
It has to be borne in mind that these over - predictions were based on a C value
that is below the mean value suggested ... 4mm , 2c = 8mm ) , rather similar crack
growth in the a - direction was predicted using either the 2D - or 3D My solution .
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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 |