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 398
into contact with the main body of the reeled rope . The deployment sequence
must be planned to ensure that the risk of the fiber rope being contacted by other
mooring lines , or becoming twisted , is minimized . Sharp edges on deck and ...
into contact with the main body of the reeled rope . The deployment sequence
must be planned to ensure that the risk of the fiber rope being contacted by other
mooring lines , or becoming twisted , is minimized . Sharp edges on deck and ...
Page 401
Monitoring and recording of the line loads and extensions during the lifetime of
the platform can assist in understanding the long - term behavior of the ropes .
Rope axial stiffness behavior is still an area of research and extensive testing
and ...
Monitoring and recording of the line loads and extensions during the lifetime of
the platform can assist in understanding the long - term behavior of the ropes .
Rope axial stiffness behavior is still an area of research and extensive testing
and ...
Page 402
Having a rope diameter of ~ 20 - 25 centimetres gives a d / D of 6 - 8 . different
rope construction . Moreover , the minimum tension requirement and the likely
need to winch steel components only should also lead to use segment of chain ,
wire ...
Having a rope diameter of ~ 20 - 25 centimetres gives a d / D of 6 - 8 . different
rope construction . Moreover , the minimum tension requirement and the likely
need to winch steel components only should also lead to use segment of chain ,
wire ...
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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 |