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 52
FIGURE 10 – MEASURED STRAIN LEVELS AT THE END OF THE
DESTRUCTIVE TEST . - Measured Calculeand 360 Measured Calculated , Löw
friction CII emetimin Axial stress ( MPM ) Total Stress Range [ MPa ] m 1806 50
100 150 200 ...
FIGURE 10 – MEASURED STRAIN LEVELS AT THE END OF THE
DESTRUCTIVE TEST . - Measured Calculeand 360 Measured Calculated , Löw
friction CII emetimin Axial stress ( MPM ) Total Stress Range [ MPa ] m 1806 50
100 150 200 ...
Page 56
5 10 15 20 25 30 Anglerange ( deg FIGURE 7 - MEASURED VERSUS
CALCULATED MAXIMUM STRESS RANGE FOR ... in the measurements and the
calculated value ( whatever position along the pipe the maximum stress range
occurred ) ...
5 10 15 20 25 30 Anglerange ( deg FIGURE 7 - MEASURED VERSUS
CALCULATED MAXIMUM STRESS RANGE FOR ... in the measurements and the
calculated value ( whatever position along the pipe the maximum stress range
occurred ) ...
Page 62
Technical Station Freedom Solar Array Blanket ” , NASA Memorandum , March
1990 The difference between the equivalent stresses ( measured and predicted )
at the ID , on the weld , was calculated to be 5 . 5 % . The difference between the
...
Technical Station Freedom Solar Array Blanket ” , NASA Memorandum , March
1990 The difference between the equivalent stresses ( measured and predicted )
at the ID , on the weld , was calculated to be 5 . 5 % . The difference between the
...
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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 |