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 3
The actual form of the original equation proposed by Ashby and Duval is different from Equation ( 6 ) , which is modified by the author to be compatible with the other equations in this paper . In this study new values for the ...
The actual form of the original equation proposed by Ashby and Duval is different from Equation ( 6 ) , which is modified by the author to be compatible with the other equations in this paper . In this study new values for the ...
Page 4
on term 5.2 Instantaneous Linear Elastic And Viscoplastic Deformation The first in the constitutive equation proposed by Sinha , Equation ( 2 ) , is the instantaneous linear elastic strain ell . The equation is Hooke's law and the ...
on term 5.2 Instantaneous Linear Elastic And Viscoplastic Deformation The first in the constitutive equation proposed by Sinha , Equation ( 2 ) , is the instantaneous linear elastic strain ell . The equation is Hooke's law and the ...
Page 291
Equation ( 14 ) , together with the size and number of the tubes , makes it possible to determine the evaporative heat transfer rate from equation ( 10 ) , given prescribed values of be and water flow rate .
Equation ( 14 ) , together with the size and number of the tubes , makes it possible to determine the evaporative heat transfer rate from equation ( 10 ) , given prescribed values of be and water flow rate .
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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 |