Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 144
A simple engineering analyses of the pipeline - soil interaction problem can be reduced to the following expression : and indicates the various aspects of the problem that present modelling complexities . As can be observed from the ...
A simple engineering analyses of the pipeline - soil interaction problem can be reduced to the following expression : and indicates the various aspects of the problem that present modelling complexities . As can be observed from the ...
Page 154
TABLE 5 : COMPARISON OF INTERACTION FACTORS ( N ) FROM CENTRIFUGE TESTS CLASSIC METHODS , AND FE ANALYSIS Interaction Factors ( N ) Normalized to Cub 1 A SIMPLIFIED DESIGN METHOD FOR PIPELINES SUBJECT TO TRANSVERSE.
TABLE 5 : COMPARISON OF INTERACTION FACTORS ( N ) FROM CENTRIFUGE TESTS CLASSIC METHODS , AND FE ANALYSIS Interaction Factors ( N ) Normalized to Cub 1 A SIMPLIFIED DESIGN METHOD FOR PIPELINES SUBJECT TO TRANSVERSE.
Page 406
The differences between the FSI ( fluid - structure interaction : Hydraulic + Structure ) and FSA ( fluid - structure action : Hydraulic → Structure ) computations in terms of equivalent stresses ( Tresca condition ) are presented and ...
The differences between the FSI ( fluid - structure interaction : Hydraulic + Structure ) and FSA ( fluid - structure action : Hydraulic → Structure ) computations in terms of equivalent stresses ( Tresca condition ) are presented and ...
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Contents
OFFSHORE | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
OFFSHORE TECHNOLOGY | 98 |
Copyright | |
12 other sections not shown
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Common terms and phrases
additional allowable analysis applied approach areas assessment assumed axial bending buckle calculated carried coating compression concrete configuration considered construction corrosion cost crack criteria curvature deformation depth determined developed diameter direction displacement distribution effect Engineering equations expected experiments factor failure field Figure flow force free spans increase induced initial installation integrity interaction internal joint laying length limit load longitudinal lowering material maximum measured mechanical method movement observed obtained occur offshore operating parameters performed pile pipe pipeline pits position predicted present pressure range reduced reference relative resistance respectively response scour seabed shear shown shows significant simulation soil solution specimens stability steel stiffness strain strength stress structural subjected surface Table Technology temperature term thickness values wall wave yield
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1993 |
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