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 MECHANICS AND ARCTIC ENGINEERING | 28 |
Fire and Pollution Safety | 36 |
Probabilistic Response Modelling | 56 |
Copyright | |
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Alberta Almen strip anticorrosion coating applied assessment backfill behaviour bending buckle lengths buckling burst pressure calculated cathodic protection compression concrete configuration cost crack propagation curvature deformation depth developed diameter directional drill disbonded displacement ditch effect Engineering environment equations factor failure FE analysis flow free spans friction gas pipeline grit blasting hoop stress increase installation integrity interaction length liquid load longitudinal material maximum measured mechanical metal loss monitoring NACE niobium offshore OLGA operating OTDR overcoating parameters Permafrost pile pipeline pipeline system pits plane strain plastic polychloroprene Polypropylene predictions Qinghai resistance scour seabed sensor settlement shear shear strength shown in Figure simulated Snamprogetti soil solution specimens steel stiffness strain strain gauges strength stress stress concentration structural surface Table temperature thickness TMCP values velocity wall wave weld Zeepipe zone