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 187
Eight identical specimens ( with a cross - sectional area of 25.4 mm x 25.4 mm and an embedment length of 25 mm ) were tested under dead loads varying between 49 N ( 11.0 lbf ) to 78.4 N ( 17.6 lbf ) ( see Table II ) .
Eight identical specimens ( with a cross - sectional area of 25.4 mm x 25.4 mm and an embedment length of 25 mm ) were tested under dead loads varying between 49 N ( 11.0 lbf ) to 78.4 N ( 17.6 lbf ) ( see Table II ) .
Page 34
Wire Length lo = 1.350M ( 53.18 in ) Suspended Weight ( Force ) W = 660N ( 148.5 LBF ) Experimental Data 14.0 Nonlinear and Linearized Model Nonlinear Model with W = 0 12.0 1 ) 2a and 2b are the lengths of the sides.
Wire Length lo = 1.350M ( 53.18 in ) Suspended Weight ( Force ) W = 660N ( 148.5 LBF ) Experimental Data 14.0 Nonlinear and Linearized Model Nonlinear Model with W = 0 12.0 1 ) 2a and 2b are the lengths of the sides.
Page 98
Prediction of the adjustments of line lengths necessary for a specific change of the equilibrium position of the vessel ... The last part of the design task is a determination of the radial position of each anchor and the length of each ...
Prediction of the adjustments of line lengths necessary for a specific change of the equilibrium position of the vessel ... The last part of the design task is a determination of the radial position of each anchor and the length of each ...
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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 |