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 18
During loading , for any given time increment At ) , the energy needed to create
new surfaces ( due to the opening of new micro - cracks ) is expressed as : 2 )
Discuss the fact that the model cannot be used to predict the strength of ice at
high ...
During loading , for any given time increment At ) , the energy needed to create
new surfaces ( due to the opening of new micro - cracks ) is expressed as : 2 )
Discuss the fact that the model cannot be used to predict the strength of ice at
high ...
Page 127
The capacity model for rupture is given below and is similar to the capacity
equation implemented in DNV - RP - F101 [ 2 ] v 21 . 0 ( 1 - ( d / t ) ) Pcap = XM (
D - 1 ) T . ( d / t ) ( Eq . 1 ) example pipeline . The CoF is set to 10 * for safety and
10 ...
The capacity model for rupture is given below and is similar to the capacity
equation implemented in DNV - RP - F101 [ 2 ] v 21 . 0 ( 1 - ( d / t ) ) Pcap = XM (
D - 1 ) T . ( d / t ) ( Eq . 1 ) example pipeline . The CoF is set to 10 * for safety and
10 ...
Page 159
The value of critical collapse pressure is however one that must be understood
and established for any given liner design in order to define operational
parameters of the grooved liner pipeline system . The following equation has
been used ...
The value of critical collapse pressure is however one that must be understood
and established for any given liner design in order to define operational
parameters of the grooved liner pipeline system . The following equation has
been used ...
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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 |