"V \u010Dl\u00E1nku je popisov\u00E1n vliv teploty na vybran\u00E9 vlastnosti betonu. Beton byl ve st\u00E1\u0159\u00ED 90 a 180 dn\u016F vystaven \u00FA\u010Dinku teploty a\u017E 1000 stup\u0148\u016F Celsia. Je diskutov\u00E1na i ot\u00E1zka zpevn\u011Bn\u00ED v rozmez\u00ED 200 a\u017E 400 stup\u0148\u016F Celsia." . "9" . "12" . "Z(MSM 210000004)" . . "The Effect of Temperature on the Strength of Concrete Used in the Containment Construction in the Temelin Nuclear Power Plant"@en . . "CZ - \u010Cesk\u00E1 republika" . "Zadra\u017Eil, Tom\u00E1\u0161" . . "Vod\u00E1k, Franti\u0161ek" . . "Vliv teploty na pevnost betonu p\u0159i stavb\u011B kontejnmentu jadern\u00E9 elektr\u00E1rny Temel\u00EDn"@cs . "Trt\u00EDk, Karel" . . "RIV/68407700:21110/03:01090203" . "Vliv teploty na pevnost betonu p\u0159i stavb\u011B kontejnmentu jadern\u00E9 elektr\u00E1rny Temel\u00EDn"@cs . "Stavebn\u00ED obzor" . . "Vliv teploty na pevnost betonu p\u0159i stavb\u011B kontejnmentu jadern\u00E9 elektr\u00E1rny Temel\u00EDn" . . "21110" . "Vliv teploty na pevnost betonu p\u0159i stavb\u011B kontejnmentu jadern\u00E9 elektr\u00E1rny Temel\u00EDn" . . "[2D017E218E33]" . "272 ; 274" . . "1210-4027" . . . "3"^^ . . "3"^^ . . "concrete; strength; temperature"@en . "3"^^ . "633632" . "V \u010Dl\u00E1nku je popisov\u00E1n vliv teploty na vybran\u00E9 vlastnosti betonu. Beton byl ve st\u00E1\u0159\u00ED 90 a 180 dn\u016F vystaven \u00FA\u010Dinku teploty a\u017E 1000 stup\u0148\u016F Celsia. Je diskutov\u00E1na i ot\u00E1zka zpevn\u011Bn\u00ED v rozmez\u00ED 200 a\u017E 400 stup\u0148\u016F Celsia."@cs . . "RIV/68407700:21110/03:01090203!RIV/2004/MSM/211104/N" . . "The Effect of Temperature on the Strength of Concrete Used in the Containment Construction in the Temelin Nuclear Power Plant"@en . "This article desribes the effect of temperature on selected properties of concrete. They include conrete compressive strength, transverse tensile strength, and tensile strength in bending. Loading of concrete by temperature takes place within the range of 20 to 1000 deg. Celsius. Concrete which is from 90 to 180 days old is subjected to the testing. The article finally discusses causes of strengthening concrete 90 days old within the temperature interval of <200 to 400> deg. Celsius."@en . . .