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 114
is A simple way and widely followed to overcome this difficulty in assessing the axial load in the indefinite ( far ... in the position where it was laid , and has not previously been loaded by internal fluids pressure and temperature .
is A simple way and widely followed to overcome this difficulty in assessing the axial load in the indefinite ( far ... in the position where it was laid , and has not previously been loaded by internal fluids pressure and temperature .
Page 365
LOAD CAPACITY IN TENSION AND IN PRESSURE OF WELDED PIPES CONTAINING SOFT ZONES Y. S. Wang Exxon Production Research Company Houston , Texas was ness t . as ABSTRACT weld and the HAZ are very close , but are only about 76 percent of the ...
LOAD CAPACITY IN TENSION AND IN PRESSURE OF WELDED PIPES CONTAINING SOFT ZONES Y. S. Wang Exxon Production Research Company Houston , Texas was ness t . as ABSTRACT weld and the HAZ are very close , but are only about 76 percent of the ...
Page 367
These figures also show that the tension load is insensitive to the bevel angle , particularly when B > 0.5 . was The theoretical formulation follows the work of Hodge 16 ) . Only an outline is presented here ; for further details ...
These figures also show that the tension load is insensitive to the bevel angle , particularly when B > 0.5 . was The theoretical formulation follows the work of Hodge 16 ) . Only an outline is presented here ; for further details ...
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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