. . . . "[A115F841C511]" . "fibre concrete; synthetic fibre; recycled concrete aggregate; bend test"@en . "Vliv r\u016Fzn\u00FDch typ\u016F vl\u00E1ken na duktilitu vl\u00E1knobetonu vyroben\u00E9ho s vyu\u017Eit\u00EDm betonov\u00E9ho recykl\u00E1tu"@cs . "239144" . . "Influence of synthetic fibres on ductility of fibreconcrete made of recycled concrete"@en . . "978-80-214-4253-5" . . "21110" . . . "Vodi\u010Dka, Jan" . . "Brno" . "Brno" . . "2011-03-17+01:00"^^ . "Influence of synthetic fibres on ductility of fibreconcrete made of recycled concrete"@en . . "V\u00FDborn\u00FD, Jaroslav" . . . "Recycling 2011" . "V \u010Dl\u00E1nku jsou prezentov\u00E1ny v\u00FDsledky pevnost\u00ED v tahu ohybem na nosn\u00EDc\u00EDch (150/150/700mm), teoretick\u00E9ho rozp\u011Bt\u00ED 600mm, takzvan\u00FDm \u010Dty\u0159bodov\u00FDm ohybem. V\u00FDsledky zkou\u0161ek jsou dopln\u011Bny pevnost\u00ED v tahu vybran\u00FDch vl\u00E1ken."@cs . . "Hanzlov\u00E1, Hana" . . "Vliv r\u016Fzn\u00FDch typ\u016F vl\u00E1ken na duktilitu vl\u00E1knobetonu vyroben\u00E9ho s vyu\u017Eit\u00EDm betonov\u00E9ho recykl\u00E1tu"@cs . "Vliv r\u016Fzn\u00FDch typ\u016F vl\u00E1ken na duktilitu vl\u00E1knobetonu vyroben\u00E9ho s vyu\u017Eit\u00EDm betonov\u00E9ho recykl\u00E1tu" . "V \u010Dl\u00E1nku jsou prezentov\u00E1ny v\u00FDsledky pevnost\u00ED v tahu ohybem na nosn\u00EDc\u00EDch (150/150/700mm), teoretick\u00E9ho rozp\u011Bt\u00ED 600mm, takzvan\u00FDm \u010Dty\u0159bodov\u00FDm ohybem. V\u00FDsledky zkou\u0161ek jsou dopln\u011Bny pevnost\u00ED v tahu vybran\u00FDch vl\u00E1ken." . "3"^^ . "RIV/68407700:21110/11:00179108!RIV12-GA0-21110___" . "RIV/68407700:21110/11:00179108" . . "Vliv r\u016Fzn\u00FDch typ\u016F vl\u00E1ken na duktilitu vl\u00E1knobetonu vyroben\u00E9ho s vyu\u017Eit\u00EDm betonov\u00E9ho recykl\u00E1tu" . . "Vysok\u00E9 u\u010Den\u00ED technick\u00E9 v Brn\u011B. Fakulta strojn\u00EDho in\u017Een\u00FDrstv\u00ED" . . "P(GA103/09/1788), P(GAP104/10/1128)" . "In the article are presented the results of bend tests of fibreconcrete beams (150/150/700mm), theoretical spa 600mm, so called 4-dot loads. The results of tests are complemented with tension of the chosen fibres."@en . "6"^^ . . "3"^^ . .