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
... interaction factor . The objectives of this numerical analysis were to examine the phenomenon of pipeline- soil interaction , and , specifically , to resolve the following issues : 1 ) The shape of the load - displacement curve and the ...
... interaction factor . The objectives of this numerical analysis were to examine the phenomenon of pipeline- soil interaction , and , specifically , to resolve the following issues : 1 ) The shape of the load - displacement curve and 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 1 1 A SIMPLIFIED DESIGN METHOD FOR PIPELINES SUBJECT. Test Set Pipeline No. Evidence ...
TABLE 5 : COMPARISON OF INTERACTION FACTORS ( N ) FROM CENTRIFUGE TESTS CLASSIC METHODS , AND FE ANALYSIS Interaction Factors ( N ) Normalized to Cub 1 1 1 A SIMPLIFIED DESIGN METHOD FOR PIPELINES SUBJECT. Test Set Pipeline No. Evidence ...
Page 406
... interaction between hydraulic and structural conditions is referred to as Fluid - Structure Interaction ( FSI ) . For a long time , the transient flow in pipeline systems has been described by the classical water hammer theory , in ...
... interaction between hydraulic and structural conditions is referred to as Fluid - Structure Interaction ( FSI ) . For a long time , the transient flow in pipeline systems has been described by the classical water hammer theory , in ...
Contents
OFFSHORE | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
OFFSHORE TECHNOLOGY | 56 |
Copyright | |
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addition allowable analysis applied approximately areas assessment associated assumed bending buckle calculated carried coating concrete considered construction corrosion crack criteria curvature deformation depth described determined developed diameter direction displacement distribution effect Engineering environment equations expected experiment factor failure field Figure flow force free spans increase initial installation interaction internal joint length limit load longitudinal lower material maximum measured mechanical method movement observed obtained occur Offshore operating parameters performed pile pipe pipeline pits plastic position predicted present pressure problem produced Quality range reduced relative resistance respectively response sand scour seabed shear shown shows significant simulated soil solution specimens stability steel stiffness strain strength stress structural subjected surface Table Technology temperature thickness values wall wave weld yield zone