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 50
4 Force - deflection plot from a beam test of EGADS ice grown after the solution warmed up , tempered for approximately 6 1/2 hours . formula and that ( 0.71 / 0.051 / 0.078 ) formula recommended by Timco ( 1 ) for the CRREL test basin ...
4 Force - deflection plot from a beam test of EGADS ice grown after the solution warmed up , tempered for approximately 6 1/2 hours . formula and that ( 0.71 / 0.051 / 0.078 ) formula recommended by Timco ( 1 ) for the CRREL test basin ...
Page 113
20 After some mathematical derivation , the solution of Pi can be expressed as YH Pi int COSH kp17 + ha ) 2COSHCR h . ) COSHIRp ho ) ( 14 ) where , For the onvienence of solving post ...
20 After some mathematical derivation , the solution of Pi can be expressed as YH Pi int COSH kp17 + ha ) 2COSHCR h . ) COSHIRp ho ) ( 14 ) where , For the onvienence of solving post ...
Page 156
The solution to the problem of using discrete deformation measurement data on a structure for determining deformation behaviour throughout the structure lies in integrating this data into an appropriate structural deformation model .
The solution to the problem of using discrete deformation measurement data on a structure for determining deformation behaviour throughout the structure lies in integrating this data into an appropriate structural deformation model .
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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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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
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 |