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 150
W / 16 - 3w / 16 - 5w / 16 - 7w / 16 - 9w / 16 - 11w / 16 - 13w / 16 - 15w / 16
Hydrostatic Stress [ ( Ox + Oy + Oz ) / 3 ) , OR ( N / mm2 ) O . . . . . . . . . . . 6 - 100 E
- 2000 10 20 30 Thickness - directional Distance from Compressive Surface at
Center ...
W / 16 - 3w / 16 - 5w / 16 - 7w / 16 - 9w / 16 - 11w / 16 - 13w / 16 - 15w / 16
Hydrostatic Stress [ ( Ox + Oy + Oz ) / 3 ) , OR ( N / mm2 ) O . . . . . . . . . . . 6 - 100 E
- 2000 10 20 30 Thickness - directional Distance from Compressive Surface at
Center ...
Page 250
Therefore , the residual stress can be evaluated by analyzing the residual - stress
- induced normal load . ... The residual stress is relaxed for a tensile stressed
specimen maintaining the constant maximum depth , h , as the stress relaxation ...
Therefore , the residual stress can be evaluated by analyzing the residual - stress
- induced normal load . ... The residual stress is relaxed for a tensile stressed
specimen maintaining the constant maximum depth , h , as the stress relaxation ...
Page 309
Table 2 – Comparison between finite element calculation and test measurements
Although the stress intensity and the shape of the stress field differ from location
to location , their common characteristic is the increased stress that is few times ...
Table 2 – Comparison between finite element calculation and test measurements
Although the stress intensity and the shape of the stress field differ from location
to location , their common characteristic is the increased stress that is few times ...
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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 |