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 3
Corrosion fatigue data at low stress range is thus required to obtain better
corrosion fatigue design curves . Another feature observed was the presence of
many fissures in the fatigue fracture surfaces running in the same direction as the
...
Corrosion fatigue data at low stress range is thus required to obtain better
corrosion fatigue design curves . Another feature observed was the presence of
many fissures in the fatigue fracture surfaces running in the same direction as the
...
Page 56
The selected spring characteristic is obtained by implementing the above as
shown in Figure 6 . 5 10 15 20 25 30 Anglerange ( deg FIGURE 7 - MEASURED
VERSUS CALCULATED MAXIMUM STRESS RANGE FOR ANGULAR POS .
The selected spring characteristic is obtained by implementing the above as
shown in Figure 6 . 5 10 15 20 25 30 Anglerange ( deg FIGURE 7 - MEASURED
VERSUS CALCULATED MAXIMUM STRESS RANGE FOR ANGULAR POS .
Page 563
Bouyssy et al [ 38 ] stated that for broad band processes , rainflow ranges lead to
an upper band for the accumulated ... The zero - crossing transition counting
method counts stress range only from the highest maximum for upper values ...
Bouyssy et al [ 38 ] stated that for broad band processes , rainflow ranges lead to
an upper band for the accumulated ... The zero - crossing transition counting
method counts stress range only from the highest maximum for upper values ...
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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 |