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 183
... bearing angle for Qa strain Poissons's ratio radius of curvature due to bending yield stress slope of yield surface change of the quantity concerned The paper presents analytical models for the analysis of pipelines onshore and ...
... bearing angle for Qa strain Poissons's ratio radius of curvature due to bending yield stress slope of yield surface change of the quantity concerned The paper presents analytical models for the analysis of pipelines onshore and ...
Page 184
MAXIMUM BENDING MOMENT lands , where many rivers and canals have to be crossed by pipelines . The highest waterlevel occurring in such watercourses is often above the level of the adjacent land , so that dykes are needed to prevent ...
MAXIMUM BENDING MOMENT lands , where many rivers and canals have to be crossed by pipelines . The highest waterlevel occurring in such watercourses is often above the level of the adjacent land , so that dykes are needed to prevent ...
Page 189
15 the formulae given for a påfed with some experimental results ( 11 ] . C'The latter relate to pipes which were subjected to bending and / or normal force in conjunction with P = 0 . In the case of a buried pipeline the pipe cross ...
15 the formulae given for a påfed with some experimental results ( 11 ] . C'The latter relate to pipes which were subjected to bending and / or normal force in conjunction with P = 0 . In the case of a buried pipeline the pipe cross ...
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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