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 116
REFERENCES 1 . was Performance Test of Pipe Materials The performance test of pipe materials performed on the ... material in accordance with JIS K6301 and the results shown in Table 1 were obtained . As shown in the Table 1 , the ...
REFERENCES 1 . was Performance Test of Pipe Materials The performance test of pipe materials performed on the ... 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 ( N / mm2 ) ULTIMATE YOUNG'S STRENGTH MODULUS ( 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 ( N / mm2 ) ULTIMATE YOUNG'S STRENGTH MODULUS ( 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 | |
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analysis anchor applied bending calculations components Conference connected considerable considered construction cost curve damage depth determined direction displacement distribution drilling dynamic effect element energy Engineering equation equipment excitation fatigue field Figure fixed flexible floating flow forces frequency function geometry included increase inspection installation International joint length limit linear load lower mass matrix maximum mean measured Mechanics method mode model tests mooring mooring system motion obtained Offshore operating parameters performance period phase pile pipe pipeline platform position presented pressure production ratio response riser RPIT shear shown shows significant soil static stiffness strength stress structure surface Table technique Technology tension tool tower turbine vessel wave weight