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 65
Then the generalized foundation response coefficient was calculated according
to the formulas : c = E mean / h ( 16 ) E mean = = h / S “ i fhi is Ei ( 17 ) means
boundaries . The results of solving the problem for a specific piperun are shown
in ...
Then the generalized foundation response coefficient was calculated according
to the formulas : c = E mean / h ( 16 ) E mean = = h / S “ i fhi is Ei ( 17 ) means
boundaries . The results of solving the problem for a specific piperun are shown
in ...
Page 67
8 + 6 , - es + şekran + re + ra ) } ( 26 ) d = = 1 i = 1 Ni ( 20 ) The calculation was
carried out using FEM program ANSYS v . 5 . 3 . Using the described method ,
limit pressure was calculated for the corrosion defects in a pipe located in Central
...
8 + 6 , - es + şekran + re + ra ) } ( 26 ) d = = 1 i = 1 Ni ( 20 ) The calculation was
carried out using FEM program ANSYS v . 5 . 3 . Using the described method ,
limit pressure was calculated for the corrosion defects in a pipe located in Central
...
Page 268
Comparison between finite element calculation and centrifuge model test for
loose sand ( H / D = 3 ) . Displacement , m . Figure 5a . Load - displacement
response using finite element analysis : H / D = 3 , D = 1m soil Calculated H = 10
.
Comparison between finite element calculation and centrifuge model test for
loose sand ( H / D = 3 ) . Displacement , m . Figure 5a . Load - displacement
response using finite element analysis : H / D = 3 , D = 1m soil Calculated H = 10
.
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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 |