"A new category of high strength concrete was developed in a few past years - Ultra High Performance Concrete (UHPC). Ror the UHPCs is typical compressive strength of 150 MPa and above, and tensile strength of 20 MPa and above. These properties are allowed due to special composition of the concrete containing dispersed metallic fibres. Presented paper introduces values of fracture properties of the concrete after 28, 90 and 180 days of specimens curing." . "978-80-01-03740-9" . . . "422489" . . . "26110" . . "Ultra high performance concrete, fracture properties, age of specimens"@en . "Fibre concrete 2007" . . . "Lomov\u00E9 vlastnosti vl\u00E1knov\u00E9ho UHPC po 28, 90 a 180 dnech o\u0161et\u0159ov\u00E1n\u00ED vzorku"@cs . "Neuveden" . "Terzijski, Ivailo" . "[92382EB6B8CD]" . . "Fracture properties of fibre UHPC after 28, 90 and 180 days of specimens curing"@en . . "\u010Cl\u00E1nek se zab\u00FDv\u00E1 lomov\u00FDmi vlastnostmi vl\u00E1knov\u00E9ho UHPC po 28, 90 a 180 dnech o\u0161et\u0159ov\u00E1n\u00ED vzorku"@cs . "RIV/00216305:26110/07:PU69261" . "P(1M0579), P(FI-IM/185)" . "Fracture properties of fibre UHPC after 28, 90 and 180 days of specimens curing"@en . "2"^^ . "Fracture properties of fibre UHPC after 28, 90 and 180 days of specimens curing" . "Praha" . . "4"^^ . . . . "Praha, \u010Cesk\u00E1 republika" . "Lomov\u00E9 vlastnosti vl\u00E1knov\u00E9ho UHPC po 28, 90 a 180 dnech o\u0161et\u0159ov\u00E1n\u00ED vzorku"@cs . . "2007-09-12+02:00"^^ . . "RIV/00216305:26110/07:PU69261!RIV08-MSM-26110___" . "2"^^ . "Fracture properties of fibre UHPC after 28, 90 and 180 days of specimens curing" . "Ker\u0161ner, Zbyn\u011Bk" . "225-228" . "A new category of high strength concrete was developed in a few past years - Ultra High Performance Concrete (UHPC). Ror the UHPCs is typical compressive strength of 150 MPa and above, and tensile strength of 20 MPa and above. These properties are allowed due to special composition of the concrete containing dispersed metallic fibres. Presented paper introduces values of fracture properties of the concrete after 28, 90 and 180 days of specimens curing."@en . . . .