Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 4American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 60
A corresponding mathematical model is able to describe the behavior of arbitrary
soil layers around the pipe subjected to a time variant temperature field . The
derived model ( Fig . 2 ) incorporates real pipeline spatial geometry , snow cover
...
A corresponding mathematical model is able to describe the behavior of arbitrary
soil layers around the pipe subjected to a time variant temperature field . The
derived model ( Fig . 2 ) incorporates real pipeline spatial geometry , snow cover
...
Page 172
by J , i . e . the one - to - one relation between the J and stress field is maintained
in the reference field . The actual stress field is 0 , = 0 + 20 , 0 a ) stress
increasing constraint critical stress The material strength distribution in a real
weld is ...
by J , i . e . the one - to - one relation between the J and stress field is maintained
in the reference field . The actual stress field is 0 , = 0 + 20 , 0 a ) stress
increasing constraint critical stress The material strength distribution in a real
weld is ...
Page 205
Rio de Janeiro , Brazil AN INTEGRATED APPROACH TO PIPELINE DESIGN
THROUGH SANDWAVE FIELDS ... This paper presents an integrated approach
to the Dongfang pipeline design through a sand wave field in the South China
Sea ...
Rio de Janeiro , Brazil AN INTEGRATED APPROACH TO PIPELINE DESIGN
THROUGH SANDWAVE FIELDS ... This paper presents an integrated approach
to the Dongfang pipeline design through a sand wave field in the South China
Sea ...
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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
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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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 4 |
| 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, 2001 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791835375, 9780791835371 |
| Export Citation | BiBTeX EndNote RefMan |