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Vibratin of bridges under high speed trains
Frýba, Ladislav
The theoretical model explains the dynamic behaviour of railway bridges subjected to high speed trains. The method of integral transformations gives the deflections, stresses and vertical accelerations of the beam in a compact form. The numerical study presents a survey on the effect of several parameters.
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Použití "rovnic mělké vody" na proudění nenewtonských suspenzí
Hoření, Bohumír ; Chára, Zdeněk ; Vlasák, Pavel
The paper presents an attempt to use shallow water equations to solve a flow of non-Newtonian suspensions. Saint-Vennant set of equations of incompressible free surface flow in thin layers (frequently referred as "shallow water equations") forms a baseline for theoretical solution. The original set of equations established for Newtonian fluids is modified to solve also flow of non-Newtonian fluids with arbitrary rheological behaviour
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Transport hrubých částic v nenewtonovských suspenzích
Vlasák, Pavel ; Chára, Zdeněk ; Konfršt, Jiří
The paper deals with flow behaviour of slurries containing colloidal, clay, dust and also coarse-grained particles. The slurry flow behaviour changes form Newtonian to non-Newtonian in dependence on the solid phase concentration and composition, especially on the contents of colloidal particles. Flow behaviour of fluidic fly and bottom ash slurries, clay and sand slurries was experimentally investigated with respect to the solids composition, volumetric concentrationa and slurry velocity. The re-circulation pipe loop with smooth stainless steel pipes of the inner diameters D = 17.5, 26.8 and 36 mm was used for measuring the slurry flow parameters. Also the effect of time and intensity of shearing was studied for time dependent fluidic ash slurries
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