Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 5-6American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 169
The figure shows that the magnitude is almost the same after 6.0 hours . Three positions are marked , representing the first , intermediate , and the final vibration pattern . Figure 7 shows the vibration shape for those three positions ...
The figure shows that the magnitude is almost the same after 6.0 hours . Three positions are marked , representing the first , intermediate , and the final vibration pattern . Figure 7 shows the vibration shape for those three positions ...
Page 278
1 shows PWHT conditions for the flash butt welded specimens . The welded specimen was reheated up to 950 ° C within three minutes and held at that temperature for a minute by using the salt bath . After reheating , the specimens were ...
1 shows PWHT conditions for the flash butt welded specimens . The welded specimen was reheated up to 950 ° C within three minutes and held at that temperature for a minute by using the salt bath . After reheating , the specimens were ...
Page 279
5 shows the microstructures of weld - line . Microstructure of weld - line consists of the coarse grained upper bainite , and it suggests low toughness of weld - lines . 25 um X80 grade steel 240 ( OI AN ) 220 Stoel ; X65 ( A ) As ...
5 shows the microstructures of weld - line . Microstructure of weld - line consists of the coarse grained upper bainite , and it suggests low toughness of weld - lines . 25 um X80 grade steel 240 ( OI AN ) 220 Stoel ; X65 ( A ) As ...
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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 force 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 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