Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 7, Parts 4-6American Society of Mechanical Engineers, 1988 - Arctic regions |
From inside the book
Results 1-3 of 56
Page 51
6 Effects of root sinkage and root rotation on total tip deflection for ( a ) all EGADS ice sheets , ( b ) urea ice sheets grown in the small tank , ( c ) EGADS ice sheets without bacteria , and ( d ) EGADS ice sheets with bacteria ...
6 Effects of root sinkage and root rotation on total tip deflection for ( a ) all EGADS ice sheets , ( b ) urea ice sheets grown in the small tank , ( c ) EGADS ice sheets without bacteria , and ( d ) EGADS ice sheets with bacteria ...
Page 76
the deflection process is shown as position A on Figure 2 . Other modeling techniques exist that can address the design issues associated with the deflection connection procedure . Large scale testing of the deflection procedure has ...
the deflection process is shown as position A on Figure 2 . Other modeling techniques exist that can address the design issues associated with the deflection connection procedure . Large scale testing of the deflection procedure has ...
Page 76
the deflection process is shown as position A on Figure 2 . Other modeling techniques exist that can address the design issues associated with the deflection connection procedure . Large scale testing of the deflection procedure has ...
the deflection process is shown as position A on Figure 2 . Other modeling techniques exist that can address the design issues associated with the deflection connection procedure . Large scale testing of the deflection procedure has ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
ICE PROPERTIES1 | 1 |
Effects of Temperature and Strain Rate on Uniaxial Compressive Strength of Naturally Formed Fresh | 19 |
ICE PROPERTIES | 31 |
Copyright | |
38 other sections not shown
Other editions - View all
Common terms and phrases
analysis applied Arctic assumed average bending boundary buckling calculated caused coefficient compressive Conference considered crack creep curves deformation depends depth determined developed diameter direction displacement effect elastic energy Engineering equation estimate experimental experiments factor failure field Figure flow force fracture friction function given heat horizontal impact increase International layer length lift force limit load lower material maximum mean measured Mechanics method movement normal observed obtained Offshore operating parameters performed pipe pipeline position predicted present pressure problem properties range ratio region relative Research resistance response saline samples scale scour ship shown shows soil solution specimen speed steel strain strain rate strength stress structure surface Table temperature thickness tion values velocity vertical wave welding