Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 4American Society of Mechanical Engineers, 2001 - Arctic regions |
From inside the book
Results 1-3 of 37
Page 60
2 ) incorporates real pipeline spatial geometry , snow cover and other
characteristics . Pipeline and its protective shell were represented as a two - layer
cylinder . Temperature distribution in this case ( Fig . 2 ) is described by the
equation ( 1 ) ...
2 ) incorporates real pipeline spatial geometry , snow cover and other
characteristics . Pipeline and its protective shell were represented as a two - layer
cylinder . Temperature distribution in this case ( Fig . 2 ) is described by the
equation ( 1 ) ...
Page 95
Establishing the basic design parameters such as geometry , wall thickness ,
strakes , buoyancy , weight , and actual and effective tension . Code calculations
of required stress and strain components . Simplified modal analyses : varying
mass ...
Establishing the basic design parameters such as geometry , wall thickness ,
strakes , buoyancy , weight , and actual and effective tension . Code calculations
of required stress and strain components . Simplified modal analyses : varying
mass ...
Page 266
Hence , the pipe geometry investigated is shown in Figure la using the definitions
shown . An embedded pipe moves vertically towards the seabed surface and
requires a force W . This comprises the effective weight of the pipe , W ' ( known
for ...
Hence , the pipe geometry investigated is shown in Figure la using the definitions
shown . An embedded pipe moves vertically towards the seabed surface and
requires a force W . This comprises the effective weight of the pipe , W ' ( known
for ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
POLAR AND ARCTIC | 1 |
Analysis of Ice Force Spectra in Physical Experiments | 7 |
Progressive Damage Mechanism for Ductile Failure for Polycrystalline Ice and | 15 |
Copyright | |
16 other sections not shown
Other editions - View all
Common terms and phrases
analysis applied approach Arctic assessment axial bending buckle cable calculated carrier cause coefficient collapse combination compared Conference considered corrosion cost crack damage defect dependent depth detailed determined developed diameter displacement distribution dynamic effect element Engineering equation experimental factor failure field Figure flexible flow flowline fluid force foundation fracture function geometry given grooves heat increase initial inspection installation internal lateral layer length limit liner load material maximum measured Mechanics method observed obtained occur Offshore operation parameters performed phase pipe pipeline position predicted presented pressure production range ratio reduced relation resistance respectively response riser risk sand seabed shown shows simulation soil solution specimens steel strain strength stress structure surface Table temperature tests thermal thickness values wave wrinkle