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 167
FG.4 ADFREEZE STRENGTH VS BRINE VOL v = S (49.185 T + 0.532 ) ( 1 ) OTO -10 DEG C .8 7 6 15 v = Fraction of brine volume in ppt s = salt content in ppt T = ice temperature in ° c 12 11 1 ADFREEZE STRENGTH ( MPa ) 0.9 0.8 0.
FG.4 ADFREEZE STRENGTH VS BRINE VOL v = S (49.185 T + 0.532 ) ( 1 ) OTO -10 DEG C .8 7 6 15 v = Fraction of brine volume in ppt s = salt content in ppt T = ice temperature in ° c 12 11 1 ADFREEZE STRENGTH ( MPa ) 0.9 0.8 0.
Page 168
7 ADFREEZE STRENGTH VS BRINE VOL FIG.8 EXPONENTIAL REGRESSION CURVES 35 TO -52 DEG C ADFREEZE STRENGTH VS SORT BRINE VOLUME 1.8 18 1.7 1.7 16 1.6 - 35 TO -52 DEG C 1.5 1.5 1.4 1.4 1.3 1.3 -- 20 TO 35 DEG C 1.2 1.2 1.1 11 1 1 10 O 20 DEC ...
7 ADFREEZE STRENGTH VS BRINE VOL FIG.8 EXPONENTIAL REGRESSION CURVES 35 TO -52 DEG C ADFREEZE STRENGTH VS SORT BRINE VOLUME 1.8 18 1.7 1.7 16 1.6 - 35 TO -52 DEG C 1.5 1.5 1.4 1.4 1.3 1.3 -- 20 TO 35 DEG C 1.2 1.2 1.1 11 1 1 10 O 20 DEC ...
Page 194
Simple strength predictions from composite beam theory by Coble and Kingery ( 1962 ) suggest little added strength for the amount of reinforcement . After cracking has begun in reinforced samples , they assume that subsequent sample ...
Simple strength predictions from composite beam theory by Coble and Kingery ( 1962 ) suggest little added strength for the amount of reinforcement . After cracking has begun in reinforced samples , they assume that subsequent sample ...
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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 |