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 236
... geometric constraints ( fixed points in space ) are imposed on the geometry pattern to create a unique ( deterministic ) prototype geometry . This deterministic geometry is then used in an iterative structural reliability calculation ...
... geometric constraints ( fixed points in space ) are imposed on the geometry pattern to create a unique ( deterministic ) prototype geometry . This deterministic geometry is then used in an iterative structural reliability calculation ...
Page 241
... Geometry for Problem Intervals Type of Structural Analysis Required Pig As Built Drawings and / or other sources Define Straights Local Geometry Analysis • Tensile Strain • Compressive Straip • Reactive Force Local Structural Analysis ...
... Geometry for Problem Intervals Type of Structural Analysis Required Pig As Built Drawings and / or other sources Define Straights Local Geometry Analysis • Tensile Strain • Compressive Straip • Reactive Force Local Structural Analysis ...
Page 180
... Geometry a The task of geometry creation has central role in the design because the in almost all later geometry is needed There four basic design activities . are internal forms of CAD geometry , as follows : a ) Solid Model using ...
... Geometry a The task of geometry creation has central role in the design because the in almost all later geometry is needed There four basic design activities . are internal forms of CAD geometry , as follows : a ) Solid Model using ...
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 means 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