"Lomov\u011B-mechanick\u00E9 parametry beton\u016F s n\u00E1hradou cementu mlet\u00FDm ciheln\u00FDm st\u0159epem"@en . "[506B727DB7DC]" . "Comparison of values of mechanical and fracture properties (compresive strength, modulus of elasticity, effective fracture toughness, and specific fracture energy) of concrete with aluminosilicate admixture are introduced. Cement in concrete was replaced by ground brick body in amount of 10, 20, 40 and 60% of weight. Effective fracture toughness was measured using the Effective Crack Model, which combines the linear elastic fracture mechanics and effective crack length approaches. A trhee-point bending test of a specimen with a central edge notch is used in this approach."@en . "Neuveden" . "Comparison of values of mechanical and fracture properties (compresive strength, modulus of elasticity, effective fracture toughness, and specific fracture energy) of concrete with aluminosilicate admixture are introduced. Cement in concrete was replaced by ground brick body in amount of 10, 20, 40 and 60% of weight. Effective fracture toughness was measured using the Effective Crack Model, which combines the linear elastic fracture mechanics and effective crack length approaches. A trhee-point bending test of a specimen with a central edge notch is used in this approach." . . "New Trends in Statics and Dynamics of buildings" . . "Lomov\u011B-mechanick\u00E9 parametry beton\u016F s n\u00E1hradou cementu mlet\u00FDm ciheln\u00FDm st\u0159epem"@cs . "Bratislava, Slovensk\u00E1 republika" . "4"^^ . . "Lomov\u011B-mechanick\u00E9 parametry beton\u016F s n\u00E1hradou cementu mlet\u00FDm ciheln\u00FDm st\u0159epem" . "Comparison of values of mechanical and fracture properties (compresive strength, modulus of elasticity, effective fracture toughness, and specific fracture energy) of concrete with aluminosilicate admixture are introduced. Cement in concrete was replaced by ground brick body in amount of 10, 20, 40 and 60% of weight. Effective fracture toughness was measured using the Effective Crack Model, which combines the linear elastic fracture mechanics and effective crack length approaches. A trhee-point bending test of a specimen with a central edge notch is used in this approach."@cs . . . . "978-80-227-3373-1" . "4"^^ . . "Ker\u0161ner, Zbyn\u011Bk" . "26110" . . . "Bed\u00E1\u0148, Jan" . . "RIV/00216305:26110/10:PU92232!RIV11-GA0-26110___" . "Schmid, Pavel" . "Lomov\u011B-mechanick\u00E9 parametry, cement, ciheln\u00FD st\u0159ep, lomov\u00E1 zkou\u0161ka"@en . . . "Lomov\u011B-mechanick\u00E9 parametry beton\u016F s n\u00E1hradou cementu mlet\u00FDm ciheln\u00FDm st\u0159epem"@en . . "2010-10-21+02:00"^^ . . "268860" . "Lomov\u011B-mechanick\u00E9 parametry beton\u016F s n\u00E1hradou cementu mlet\u00FDm ciheln\u00FDm st\u0159epem"@cs . "Rovnan\u00EDkov\u00E1, Pavla" . . "RIV/00216305:26110/10:PU92232" . . "P(1M0579), P(GAP104/10/0355)" . . . "Lomov\u011B-mechanick\u00E9 parametry beton\u016F s n\u00E1hradou cementu mlet\u00FDm ciheln\u00FDm st\u0159epem" . . . . "4"^^ . "Bratislava" .