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
The installation anchor resistance Ri is expressed as a function of the design line
tension to in Eq . ( 2 ) for the respective limit states and consequence classes .
With the requirement that anchor drag is not permitted it follows that the anchor ...
The installation anchor resistance Ri is expressed as a function of the design line
tension to in Eq . ( 2 ) for the respective limit states and consequence classes .
With the requirement that anchor drag is not permitted it follows that the anchor ...
Page 319
This implies that the specified total safety factors are associated with a variable
amount of anchor drag , the drag being a function of the ratio between the actual
line tension and the as - installed anchor resistance . Assuming that a dynamic ...
This implies that the specified total safety factors are associated with a variable
amount of anchor drag , the drag being a function of the ratio between the actual
line tension and the as - installed anchor resistance . Assuming that a dynamic ...
Page 347
11 Bulk modulus Cathodic disbonding resistance Compression creep IX TT
Impact resistance o Density X X X X Dimensional stability Hydrostatic creep
Fatigue resistance Friction properties for external coatings & , 10 Shear strength ,
modulus ...
11 Bulk modulus Cathodic disbonding resistance Compression creep IX TT
Impact resistance o Density X X X X Dimensional stability Hydrostatic creep
Fatigue resistance Friction properties for external coatings & , 10 Shear strength ,
modulus ...
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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 |