Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 4American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 12
o Maximum expected first - year ice thickness = 1.44 m ; o Maximum consolidated layer thickness = 3.0 m ; and , Calculation of the expected ice load on a Pechora Sea structure using deterministic methods is very straightforward .
o Maximum expected first - year ice thickness = 1.44 m ; o Maximum consolidated layer thickness = 3.0 m ; and , Calculation of the expected ice load on a Pechora Sea structure using deterministic methods is very straightforward .
Page 109
C ( 3.5 % , 1520MPa ) 15007 Steel layer elastic limit ( point B , in Fig.2 ) . The tension and elongation in the steel part at point B are : 0. = 1360 MPa B ( 0.68 % 1360MPa ) | 1 STRESS , MPa 1000+ e = 0.0068 = 0.68 % .
C ( 3.5 % , 1520MPa ) 15007 Steel layer elastic limit ( point B , in Fig.2 ) . The tension and elongation in the steel part at point B are : 0. = 1360 MPa B ( 0.68 % 1360MPa ) | 1 STRESS , MPa 1000+ e = 0.0068 = 0.68 % .
Page 166
4.3 Problem Areas An insulation layer will be placed in the predetermined areas and ballasted . This operation can take place only when the " active " layer is completely frozen . - No embankment fill will be permitted to be placed on ...
4.3 Problem Areas An insulation layer will be placed in the predetermined areas and ballasted . This operation can take place only when the " active " layer is completely frozen . - No embankment fill will be permitted to be placed on ...
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Contents
139 | 95 |
Mechanical Behavior of Ice Loaded Optical Ground Wires | 107 |
Influence of the Surface Liquid Film on Cylinder Icing Under Marine Conditions | 115 |
Copyright | |
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Common terms and phrases
activities analysis applied Arctic average axis beam boundary brine cable calculated caused coefficient cold compression considered constant crack deformation density dependent depth described determined developed direction distribution effect elastic energy Engineering equation estimated experiments failure field Figure floe flow force fracture freezing function given grain grain boundary Greenland heat ice cover ice load ice sheet iceberg increase initial interaction International layer length liquid mass material maximum mean measured Mechanics mode natural observed obtained offshore operations parameters period possible present problem production region relative Research salinity sea ice sector shown shows snow solution specimen speed spray stations strain strength stress structure surface Table Technology temperature thickness towing transfer volume wave wind zone
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 4 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1995 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 079181310X, 9780791813102 |
| Export Citation | BiBTeX EndNote RefMan |