. "Subject of this article is the description a complex proposal, manufacturing and testing of the model horizontally curved prestressed construction. In the introduction were designed according to the theory of similitude values of input dimensions and load. The scale was chosen 1:10, model length 4,12m and radius of curvature 5,0m. Then it was made formwork, prepared reinforcement, prestressing reinforcement and the model was cast. Finished model was post tensioned by one tendon and prepared for testing. The model was equipped with a measuring technique. Were used strain gauges bonded to the surface of the concrete and to the reinforcement. With dynamometers were measured forces in the tendon. Also were measured deflections of the structure. At the beginning of the experiment, the model was loaded with ballast. Followed loading with hydraulic presses simulating live load. At the end of the experiment the model was loaded to maximum capacity. Measured data were processed and analyzed. The data were comp"@en . "P\u0159edm\u011Btem p\u0159\u00EDsp\u011Bvku je popis komplexn\u00EDho n\u00E1vrhu, v\u00FDroby a odzkou\u0161en\u00ED modelu p\u016Fdorysn\u011B zak\u0159iven\u00E9 p\u0159edpjat\u00E9 betonov\u00E9 konstrukce. Podstatou bylo ov\u011B\u0159it chov\u00E1n\u00ED, deformace a zp\u016Fsob poru\u0161en\u00ED p\u016Fdorysn\u011B zak\u0159iven\u00E9 konstrukce s otev\u0159en\u00FDm betonov\u00FDm pr\u016F\u0159ezem zat\u00ED\u017Een\u00E9 ohybov\u00FDm a kroutic\u00EDm momentem. V \u00FAvodu \u0159e\u0161en\u00ED jsou ur\u010Deny dle teorie podobnosti vstupn\u00ED hodnoty rozm\u011Br\u016F a zat\u00ED\u017Een\u00ED p\u0159ipravovan\u00E9ho modelu. M\u011B\u0159\u00EDtko bylo zvoleno 1:10, d\u00E9lka modelu 4,12 m a polom\u011Br zak\u0159iven\u00ED konstrukce 5,0 m. Pro p\u0159edepnut\u00ED modelu byl pou\u017Eit jeden kabel p\u0159edp\u00EDnac\u00ED v\u00FDztu\u017Ee. Po t\u00E9to p\u0159\u00EDprav\u011B bylo vyrobeno bedn\u011Bn\u00ED a p\u0159ipravena v\u00FDztu\u017E. Sm\u011Bs pro beton\u00E1\u017E byla navr\u017Eena zvl\u00E1\u0161\u0165 pro \u00FA\u010Dely modelu. Spolu s modelem byly vyrobeny i zku\u0161ebn\u00ED vzorky pro ur\u010Den\u00ED p\u0159esn\u00FDch vlastnost\u00ED betonu. Po v\u0161ech t\u011Bchto \u00FAkonech byl nad model postaven ocelov\u00FD zat\u011B\u017Eovac\u00ED r\u00E1m a s pomoc\u00ED ocelov\u00FDch v\u00E1le\u010Dk\u016F byl model zat\u00ED\u017Een balastn\u00ED z\u00E1t\u011B\u017E\u00ED. N\u00E1sledovalo zat\u011B\u017Eo"@cs . "RIV/00216305:26110/14:PU107554!RIV15-MSM-26110___" . "978-80-214-4851-3" . "Experiment\u00E1ln\u00ED odzkou\u0161en\u00ED p\u016Fdorysn\u011B zak\u0159iven\u00E9ho betonov\u00E9ho modelu"@cs . . "Brno" . . "VUT fakulta stavebn\u00ED" . "Brno" . . . . . "5"^^ . "Horizontally curved, model, similitude, concrete, prestressing, loading"@en . "Experiment\u00E1ln\u00ED odzkou\u0161en\u00ED p\u016Fdorysn\u011B zak\u0159iven\u00E9ho betonov\u00E9ho modelu" . "15958" . . "S" . . "Sborn\u00EDk anotac\u00ED JUNIORSTAV 2014" . . "R\u016F\u017Ei\u010Dka, Stanislav" . . "[A9A1F4181895]" . . . . "Experiment\u00E1ln\u00ED odzkou\u0161en\u00ED p\u016Fdorysn\u011B zak\u0159iven\u00E9ho betonov\u00E9ho modelu" . . . "RIV/00216305:26110/14:PU107554" . "1"^^ . "P\u0159edm\u011Btem p\u0159\u00EDsp\u011Bvku je popis komplexn\u00EDho n\u00E1vrhu, v\u00FDroby a odzkou\u0161en\u00ED modelu p\u016Fdorysn\u011B zak\u0159iven\u00E9 p\u0159edpjat\u00E9 betonov\u00E9 konstrukce. Podstatou bylo ov\u011B\u0159it chov\u00E1n\u00ED, deformace a zp\u016Fsob poru\u0161en\u00ED p\u016Fdorysn\u011B zak\u0159iven\u00E9 konstrukce s otev\u0159en\u00FDm betonov\u00FDm pr\u016F\u0159ezem zat\u00ED\u017Een\u00E9 ohybov\u00FDm a kroutic\u00EDm momentem. V \u00FAvodu \u0159e\u0161en\u00ED jsou ur\u010Deny dle teorie podobnosti vstupn\u00ED hodnoty rozm\u011Br\u016F a zat\u00ED\u017Een\u00ED p\u0159ipravovan\u00E9ho modelu. M\u011B\u0159\u00EDtko bylo zvoleno 1:10, d\u00E9lka modelu 4,12 m a polom\u011Br zak\u0159iven\u00ED konstrukce 5,0 m. Pro p\u0159edepnut\u00ED modelu byl pou\u017Eit jeden kabel p\u0159edp\u00EDnac\u00ED v\u00FDztu\u017Ee. Po t\u00E9to p\u0159\u00EDprav\u011B bylo vyrobeno bedn\u011Bn\u00ED a p\u0159ipravena v\u00FDztu\u017E. Sm\u011Bs pro beton\u00E1\u017E byla navr\u017Eena zvl\u00E1\u0161\u0165 pro \u00FA\u010Dely modelu. Spolu s modelem byly vyrobeny i zku\u0161ebn\u00ED vzorky pro ur\u010Den\u00ED p\u0159esn\u00FDch vlastnost\u00ED betonu. Po v\u0161ech t\u011Bchto \u00FAkonech byl nad model postaven ocelov\u00FD zat\u011B\u017Eovac\u00ED r\u00E1m a s pomoc\u00ED ocelov\u00FDch v\u00E1le\u010Dk\u016F byl model zat\u00ED\u017Een balastn\u00ED z\u00E1t\u011B\u017E\u00ED. N\u00E1sledovalo zat\u011B\u017Eo" . "Experimental testing of horizontally curved concrete model"@en . . "1"^^ . "2014-01-30+01:00"^^ . . "Experiment\u00E1ln\u00ED odzkou\u0161en\u00ED p\u016Fdorysn\u011B zak\u0159iven\u00E9ho betonov\u00E9ho modelu"@cs . "Experimental testing of horizontally curved concrete model"@en . "26110" .