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 286
Complete presentation of the model formulation and materials data can be found in Reference ( 4 ) . alternative parameters which assume both a steadystate process and material flow behavior which is time dependent everywhere within the ...
Complete presentation of the model formulation and materials data can be found in Reference ( 4 ) . alternative parameters which assume both a steadystate process and material flow behavior which is time dependent everywhere within the ...
Page 289
The pressure versus CMOD trend shows steps similar to those observed in the strain gage records indicating that beyond about 900 psig most of the CMOD occurs by a time dependent ( creep ) mechanism .
The pressure versus CMOD trend shows steps similar to those observed in the strain gage records indicating that beyond about 900 psig most of the CMOD occurs by a time dependent ( creep ) mechanism .
Page 290
1400 1400 Time independent Time ndependent Experiment ( TIP B ) Experiment ( TIP A ) * 1200 1200 Experiment ( TIP A ) To toile ER -Time dependent ( octual P vs time history ) * Time dependent ( actual P time history 1000 1000lt ...
1400 1400 Time independent Time ndependent Experiment ( TIP B ) Experiment ( TIP A ) * 1200 1200 Experiment ( TIP A ) To toile ER -Time dependent ( octual P vs time history ) * Time dependent ( actual P time history 1000 1000lt ...
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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