Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 5-6; Volume 8, Parts 5-6American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 125
E А I 7980mm 2 159.65x105mm 0.6414kN / m 207kN / mm2 11x10-6 / ' c were As elsewhere in this section , the results obtained by computing the Po value ( and hence the temperature increment T ) associated with a sequence of buckle ...
E А I 7980mm 2 159.65x105mm 0.6414kN / m 207kN / mm2 11x10-6 / ' c were As elsewhere in this section , the results obtained by computing the Po value ( and hence the temperature increment T ) associated with a sequence of buckle ...
Page 266
For a horizontal capillary the defining equation is : 100,000 Viscosity ( CP ) Temperature ( ° C ) of Viscosity Measurement Density ( kg / m ) at 15 C 20 2-18 10 993 986 u = it • Ap.Ro 8.L.Q Equation 1 917 Table 1 - Viscosity and ...
For a horizontal capillary the defining equation is : 100,000 Viscosity ( CP ) Temperature ( ° C ) of Viscosity Measurement Density ( kg / m ) at 15 C 20 2-18 10 993 986 u = it • Ap.Ro 8.L.Q Equation 1 917 Table 1 - Viscosity and ...
Page 322
tured by bending at ambient temperature . rate , or tempering , may be necessary . The steel pipe manufacturer should be consulted in such cases . 2. 1 Forming of pipe of normalized steels 2. 1. 1 Hot forming .
tured by bending at ambient temperature . rate , or tempering , may be necessary . The steel pipe manufacturer should be consulted in such cases . 2. 1 Forming of pipe of normalized steels 2. 1. 1 Hot forming .
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Contents
PIPELINE DESIGN AND OPERATIONS | 1 |
PIPELINE INDUSTRY OUTLOOK 89 | 69 |
PIPELINE FORCES DYNAMICS AND STABILITY I | 95 |
Copyright | |
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analysis applied assumed bending bottom buckling bundle calculated caused coefficient Conference considered construction cost crack dependent depth determined developed diameter direction displacement effect Engineering equation experiments factor failure field Figure flow forces function geometry given heat horizontal hydrogen included increase indicated initial installation internal length lift force limit load lower material maximum measured Mechanics metal method monitoring movement natural obtained occur Offshore operation parameters pass pipe pipeline position possible predicted present pressure problem procedure production range ratio reduced REFERENCES reliability repair Research resistance response scour seabed separator shown shows simulation soil solution span steel strength stress structural surface Table temperature term tion tool velocity vertical vibration wave weight welding zone