Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
From inside the book
Results 1-3 of 83
Page 116
Performance Test of Pipe Materials The performance test of pipe materials performed on the following two items ... material in accordance with JIS K6301 and the results shown in Table 1 were obtained . As shown in the Table 1 , the ...
Performance Test of Pipe Materials The performance test of pipe materials performed on the following two items ... material in accordance with JIS K6301 and the results shown in Table 1 were obtained . As shown in the Table 1 , the ...
Page 150
... materials . MATERIAL ULTIMATE YOUNG'S STRENGTH MODULUS ( N / mm2 ) ( kN / mm2 ) DENSITY ( Te / m3 ) COST OF RAW MATERIAL ( US $ 1000 / Te ) Steel ( grade 50 ) 600 200 7.9 HTS - Carbon 1500 131 1.5 110 HMS - Carbon 1050 207 1.6 89 Kevlar ...
... materials . MATERIAL ULTIMATE YOUNG'S STRENGTH MODULUS ( N / mm2 ) ( kN / mm2 ) DENSITY ( Te / m3 ) COST OF RAW MATERIAL ( US $ 1000 / Te ) Steel ( grade 50 ) 600 200 7.9 HTS - Carbon 1500 131 1.5 110 HMS - Carbon 1050 207 1.6 89 Kevlar ...
Page 404
... material collapses . The safety factor separates the crush point from the rated service depth of the material . Syntactic foams are rated according to their anticipated service and the nature of their payload . Systems vital to human ...
... material collapses . The safety factor separates the crush point from the rated service depth of the material . Syntactic foams are rated according to their anticipated service and the nature of their payload . Systems vital to human ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
37 other sections not shown
Other editions - View all
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 vane vessel wave weight wire