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 159
TESTING METHODS AND EQUIPMENT First stage : Screening Test : Three
different temperature ( 50 , 70 , 95°C ) water ... glass transition temperature ,
specific heat ) , hydrostatic properties ( water absorption at different temperatures
and ...
TESTING METHODS AND EQUIPMENT First stage : Screening Test : Three
different temperature ( 50 , 70 , 95°C ) water ... glass transition temperature ,
specific heat ) , hydrostatic properties ( water absorption at different temperatures
and ...
Page 445
Sea temperature 15°C Design temperature S 155 °C Internal pipe diameter 250
mm Wall thickness 15 mm Coating thickness 40 mm Thermal expansion
coefficient 12 : 10 1 / K Youngs modulus of steel 2 10 Gpa | Steel thermal stress 5
- 155 C ...
Sea temperature 15°C Design temperature S 155 °C Internal pipe diameter 250
mm Wall thickness 15 mm Coating thickness 40 mm Thermal expansion
coefficient 12 : 10 1 / K Youngs modulus of steel 2 10 Gpa | Steel thermal stress 5
- 155 C ...
Page 446
The local temperature at the surface of the coating controls the ingress of water
and oxygen . The permeation of the two species is very is dependent on
temperature . Figure 7 . The coating on a reeled steel flowline must survive an
outer fibre ...
The local temperature at the surface of the coating controls the ingress of water
and oxygen . The permeation of the two species is very is dependent on
temperature . Figure 7 . The coating on a reeled steel flowline must survive an
outer fibre ...
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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 |