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 318
This is considerably more severe than the consequence of most of the mooring
line failures that have occurred in practice . The design line tension Ta in [ 1 ] is
given by The anchor installation tension T , at the dip - down point ( where the ...
This is considerably more severe than the consequence of most of the mooring
line failures that have occurred in practice . The design line tension Ta in [ 1 ] is
given by The anchor installation tension T , at the dip - down point ( where the ...
Page 401
This puts extra emphasis on the desirability of monitoring the line tensions and
extensions of the full - scale rope whilst in ... that modifying the stiffness by a few
percents has a negligible effect on Safety Factors . rope is maintained in tension .
This puts extra emphasis on the desirability of monitoring the line tensions and
extensions of the full - scale rope whilst in ... that modifying the stiffness by a few
percents has a negligible effect on Safety Factors . rope is maintained in tension .
Page 403
withstand tension - tension loading is also recommended , using one of the Class
testing procedures . Marine Overfinish Oceans ' 99 ? Stability On Mooring Ropes
; Harsh Environment Qualification Program [ 2 ] Nielson , F . G ; Bindingsbų , A ...
withstand tension - tension loading is also recommended , using one of the Class
testing procedures . Marine Overfinish Oceans ' 99 ? Stability On Mooring Ropes
; Harsh Environment Qualification Program [ 2 ] Nielson , F . G ; Bindingsbų , A ...
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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 |