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 39
ABSTRACT B P [ / K ] ( kg / m3 ] ( W / m / K ] ( m2 / s ) kforp thermal expansion coefficient specific density thermal conductivity thermal diffusion coefficient effective heat diffusion for fluid flow and pore flow kinematic viscosity ...
ABSTRACT B P [ / K ] ( kg / m3 ] ( W / m / K ] ( m2 / s ) kforp thermal expansion coefficient specific density thermal conductivity thermal diffusion coefficient effective heat diffusion for fluid flow and pore flow kinematic viscosity ...
Page 295
RESULTS AND DISCUSSION Heat Cycles of the T - cross HAZ in the GMA Girth Welding Groove The heat cycles experienced at all the points in the T - cross HAZ were calculated based on the heat transfer made by a point heat source of g ( J ...
RESULTS AND DISCUSSION Heat Cycles of the T - cross HAZ in the GMA Girth Welding Groove The heat cycles experienced at all the points in the T - cross HAZ were calculated based on the heat transfer made by a point heat source of g ( J ...
Page 297
an should be below Hv248 . Figure 4 indicates that the heat input of the hot pass should be larger than 500J / mm in order to reheat the fusion line of the root pass to the temperature above 550 ° C . Since the heat input of the hot ...
an should be below Hv248 . Figure 4 indicates that the heat input of the hot pass should be larger than 500J / mm in order to reheat the fusion line of the root pass to the temperature above 550 ° C . Since the heat input of the hot ...
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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