Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 224
1 Shear Strength Comparisons % Reduction In Situ to Core HLC. are of the modulus . A correction for this affect was attempted by normalizing the results to over burden stress in the direction of the principal stresses but not enough ...
1 Shear Strength Comparisons % Reduction In Situ to Core HLC. are of the modulus . A correction for this affect was attempted by normalizing the results to over burden stress in the direction of the principal stresses but not enough ...
Page 520
TABLE 2 COMPARISON OF STRENGTH PROPERTIES OF NYLON AND POLYESTER ROPES Property Nylon 8 Double Strand Braid Polyester 8 Double Strand Braid . " Standard " Strength Size 6 , kip 82-93 102-110 66-81 95-105 Size 15 , kip 529 575-672 ...
TABLE 2 COMPARISON OF STRENGTH PROPERTIES OF NYLON AND POLYESTER ROPES Property Nylon 8 Double Strand Braid Polyester 8 Double Strand Braid . " Standard " Strength Size 6 , kip 82-93 102-110 66-81 95-105 Size 15 , kip 529 575-672 ...
Page 522
The nylon hawsers show a pronounced loss of strength with increasing service time . They generally retained less than 50 % of their estimated original new wet strength after only 1500 hours . The retained strength of these nylon hawsers ...
The nylon hawsers show a pronounced loss of strength with increasing service time . They generally retained less than 50 % of their estimated original new wet strength after only 1500 hours . The retained strength of these nylon hawsers ...
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Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
34 other sections not shown
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Common terms and phrases
analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine unit vane vessel wave weight wire
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1988 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |