. "Praha" . "RIV/68407700:21110/07:01139168!RIV08-GA0-21110___" . . . . "fibre concrete; material properties; reinforced fibre concrete; strength; structural design"@en . "414459" . "Fibre Concrete 2007" . "Navrhov\u00E1n\u00ED vl\u00E1knobetonov\u00FDch konstrukc\u00ED prost\u00FDch i vyztu\u017Een\u00FDch v souladu s postupy navrhov\u00E1n\u00ED konstrukc\u00ED z prost\u00E9ho betonu a \u017Eelezobetonu"@cs . . "2"^^ . "Some aspects of design considering uncracked and cracked behaviour of Fibre Concrete (FC) are discussed. ULS of the first macro-cracking is the limit of quasi-linear and quasi-plastic behaviour and design of FC. The ultimate strains of FC in post-cracking stage, residual equivalent tensile strengths and also ultimate crack widths and deflections of FC and Reinforced FC (RFC) structural members are preferably discussed at ULS and SLS. The design of FC in both load bearing capacity and serviceability using appropriate material properties should be compatible with standard design of structural members of plain, reinforced and prestressed concrete." . "[6E3FA05DB425]" . "2"^^ . . "6"^^ . . . "21110" . . . "2007-09-12+02:00"^^ . . . "Compatible Design of FC and RFC Structures with Standard Design of Plain Concrete and RC Structures"@en . . "Va\u0161kov\u00E1, Jitka" . "Compatible Design of FC and RFC Structures with Standard Design of Plain Concrete and RC Structures" . . "Compatible Design of FC and RFC Structures with Standard Design of Plain Concrete and RC Structures" . . . . "P(GA103/06/0685), P(GA103/06/1559), P(GA103/07/1275)" . . . "Navrhov\u00E1n\u00ED vl\u00E1knobetonov\u00FDch konstrukc\u00ED prost\u00FDch i vyztu\u017Een\u00FDch v souladu s postupy navrhov\u00E1n\u00ED konstrukc\u00ED z prost\u00E9ho betonu a \u017Eelezobetonu"@cs . . "109;114" . "\u010Cesk\u00E9 vysok\u00E9 u\u010Den\u00ED technick\u00E9 v Praze. Vydavatelstv\u00ED \u010CVUT" . "\u010Cl\u00E1nek uv\u00E1d\u00ED chov\u00E1n\u00ED vl\u00E1knobetonu p\u0159ed i po vzniku trhlin. Vznik prvn\u00EDch makrotrhlin je hranic\u00ED mezi kvasiline\u00E1rn\u00EDm a kvasiplastick\u00FDm chov\u00E1n\u00EDm vl\u00E1knobetonu. Diskutov\u00E1ny jsou hodnoty mezn\u00EDch p\u0159etvo\u0159en\u00ED ve st\u00E1diu po vzniku trhlin, residu\u00E1ln\u00ED tahov\u00E1 pevnost a t\u00E9\u017E mezn\u00ED hodnoty \u0161\u00ED\u0159ky trhlin a pr\u016Fhybu pro navrhov\u00E1n\u00ED z hlediska \u00FAnosnosti i pou\u017Eitelnosti. Navrhov\u00E1n\u00ED vl\u00E1knobetonov\u00FDch prvk\u016F by m\u011Blo b\u00FDt v souladu se standardn\u00EDmi postupy pro prvky z prost\u00E9ho, \u017Eelezov\u00E9ho i p\u0159edpjat\u00E9ho betonu."@cs . "Compatible Design of FC and RFC Structures with Standard Design of Plain Concrete and RC Structures"@en . . "Some aspects of design considering uncracked and cracked behaviour of Fibre Concrete (FC) are discussed. ULS of the first macro-cracking is the limit of quasi-linear and quasi-plastic behaviour and design of FC. The ultimate strains of FC in post-cracking stage, residual equivalent tensile strengths and also ultimate crack widths and deflections of FC and Reinforced FC (RFC) structural members are preferably discussed at ULS and SLS. The design of FC in both load bearing capacity and serviceability using appropriate material properties should be compatible with standard design of structural members of plain, reinforced and prestressed concrete."@en . "978-80-01-03740-9" . "RIV/68407700:21110/07:01139168" . "Praha" . "Kr\u00E1tk\u00FD, Ji\u0159\u00ED" .