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 57
With respect to the developed slip model , however , the ability of describing the
transition from stick to slip is found acceptable with respect to calculating the
correct stress range as a function of load . Total stress ( MPa ) - 100 Measured W
...
With respect to the developed slip model , however , the ability of describing the
transition from stick to slip is found acceptable with respect to calculating the
correct stress range as a function of load . Total stress ( MPa ) - 100 Measured W
...
Page 108
Conservatism was implemented throughout the static calculations , giving a lower
bound critical crack size . ... The engineering contractor has calculated the
maximum nominal tensile stresses for the different sections of the legs based on
the ...
Conservatism was implemented throughout the static calculations , giving a lower
bound critical crack size . ... The engineering contractor has calculated the
maximum nominal tensile stresses for the different sections of the legs based on
the ...
Page 584
The rate of accumulated fatigue damage is calculated using the design fatigue
lives of members ( or individual welds if available ) . For example , for a Class W
weld , the fatigue life is deemed to have been expended when the accumulated ...
The rate of accumulated fatigue damage is calculated using the design fatigue
lives of members ( or individual welds if available ) . For example , for a Class W
weld , the fatigue life is deemed to have been expended when the accumulated ...
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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 |