Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 7, Parts 4-6American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 55
INTRODUCTION range of 0.31 to 0.54 for the ratio of transverse to longitudinal strains ( 1 ) . Corresponding to this , Wang ( 5 ) reported a range of 0.8 to 1.2 for sea ice , however , he obtained values in the range of 0 to 0.2 when ...
INTRODUCTION range of 0.31 to 0.54 for the ratio of transverse to longitudinal strains ( 1 ) . Corresponding to this , Wang ( 5 ) reported a range of 0.8 to 1.2 for sea ice , however , he obtained values in the range of 0 to 0.2 when ...
Page 310
... AXIAL COMPRESSION ( 16 ) Gellin shows that axisymmetric collapse loads of axially compressed cylinders buckling in the plastic range are not as sensitive to initial axisymmetric imperfections collapse loads of elastic cylinders .
... AXIAL COMPRESSION ( 16 ) Gellin shows that axisymmetric collapse loads of axially compressed cylinders buckling in the plastic range are not as sensitive to initial axisymmetric imperfections collapse loads of elastic cylinders .
Page 4
16 - bit integer provides about 65,000 linearly spaced discrete depth values over a fixed range and does not work at all outside of that range . Consequently , the front and back limits of that range need to be carefully chosen ...
16 - bit integer provides about 65,000 linearly spaced discrete depth values over a fixed range and does not work at all outside of that range . Consequently , the front and back limits of that range need to be carefully chosen ...
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Contents
ICE PROPERTIES1 | 1 |
Effects of Temperature and Strain Rate on Uniaxial Compressive Strength of Naturally Formed Fresh | 19 |
ICE PROPERTIES | 31 |
Copyright | |
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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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 7, Parts 4-6 |
| 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, 1988 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |