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 304
COMPOSITION A COMPOSITION C1 .6 inch DIAMETER .6 inch DIAMETER • 4 inch DIAMETEA 08 inch DIAMETER 4 inch DIAMETER .6 inch DIAMETER PRESSURE ATA 1 5 1 1.5 2 2 ISTANCER 4 .5 5 5.5 0 5 1 1.5 h SISTANCER 4.5 COMPOSITION 01 COMPOSITION 02 .6 ...
COMPOSITION A COMPOSITION C1 .6 inch DIAMETER .6 inch DIAMETER • 4 inch DIAMETEA 08 inch DIAMETER 4 inch DIAMETER .6 inch DIAMETER PRESSURE ATA 1 5 1 1.5 2 2 ISTANCER 4 .5 5 5.5 0 5 1 1.5 h SISTANCER 4.5 COMPOSITION 01 COMPOSITION 02 .6 ...
Page 312
Since all test specimens had the diameter ( 10.75 " ) , strain always be considered as 5.375 / 12 times the curvature . ( 28 ) Experimental Result By Bouwkamp et al The authors conducted full scale combined loading tests on 31.5 ft long ...
Since all test specimens had the diameter ( 10.75 " ) , strain always be considered as 5.375 / 12 times the curvature . ( 28 ) Experimental Result By Bouwkamp et al The authors conducted full scale combined loading tests on 31.5 ft long ...
Page 352
20 cm ( 8 inches ) DIAMETER GAS PIPEUNE . AS - BUILT SBP GA boat ( see Figure 1 ) . The work boat developed a significant roll in these seas . Accordingly , when the winch operator lifted the ROV above the deck , it started to swing ...
20 cm ( 8 inches ) DIAMETER GAS PIPEUNE . AS - BUILT SBP GA boat ( see Figure 1 ) . The work boat developed a significant roll in these seas . Accordingly , when the winch operator lifted the ROV above the deck , it started to swing ...
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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