"P(GP103/03/P055)" . "2005-10-20+02:00"^^ . . . "RIV/00216305:26110/05:PU55273!RIV06-GA0-26110___" . "1"^^ . "Neuveden" . . "Model fiktivn\u00ED trhliny je efektivn\u00ED model pro \u0159e\u0161en\u00ED betonov\u00FDch a \u017Eelezobetonov\u00FDch konstrukc\u00ED metodou kone\u010Dn\u00FDch prvk\u016F. Pou\u017Eit\u00ED tohoto modelu m\u016F\u017Ee b\u00FDt spojeno s probl\u00E9my s lokalizac\u00ED po\u0161kozen\u00ED a z\u00E1vislost\u00ED v\u00FDsledk\u016F na hustot\u011B s\u00EDt\u011B kone\u010Dn\u00FDch prvk\u016F. K \u0159e\u0161en\u00ED t\u00E9to problematiky se vyu\u017E\u00EDvaj\u00ED tzv. omezova\u010De lokalizace. V p\u0159\u00EDsp\u011Bvku je pops\u00E1na aplikace nelok\u00E1ln\u00EDho modelu ve v\u00FDpo\u010Dtov\u00E9m modelu \u017Eelezobetonov\u00E9 desky. Pozornost je v\u011Bnov\u00E1na v\u00FDb\u011Bru vhodn\u00FDch veli\u010Din pro nelok\u00E1ln\u00ED pr\u016Fm\u011Brov\u00E1n\u00ED."@cs . . "Use of Nonlocal Model for Analysis of Reinforcement Concrete Slabs"@en . . . "548089" . "Pou\u017Eit\u00ED nelok\u00E1ln\u00EDho modelu p\u0159i anal\u00FDze \u017Eelezobetonov\u00FDch desek"@cs . . . "26110" . . "1"^^ . "Use of Nonlocal Model for Analysis of Reinforcement Concrete Slabs" . "The model of fictitious crack is an effective model for the solution of concrete and reinforced concrete structures by finite element method. The use of this model can be accompanied by problems with strain localization and mesh depended results of solution. To avoid these problems it is necessary to use some of the localization limiters. The paper presents application of nonlocal model to the nonlinear computational model of reinforced concrete slab. The attention is paid to the selection of an approprriate quantity for nonlocal averaging."@en . . "New Trends in Statics and Dynamics of Buildings" . "[3AF948C0039C]" . "80-227-2277-4" . . "slabs; FEM; nonlocal model; cracks; nonlocal variables"@en . "The model of fictitious crack is an effective model for the solution of concrete and reinforced concrete structures by finite element method. The use of this model can be accompanied by problems with strain localization and mesh depended results of solution. To avoid these problems it is necessary to use some of the localization limiters. The paper presents application of nonlocal model to the nonlinear computational model of reinforced concrete slab. The attention is paid to the selection of an approprriate quantity for nonlocal averaging." . "Pou\u017Eit\u00ED nelok\u00E1ln\u00EDho modelu p\u0159i anal\u00FDze \u017Eelezobetonov\u00FDch desek"@cs . "RIV/00216305:26110/05:PU55273" . . . "Use of Nonlocal Model for Analysis of Reinforcement Concrete Slabs" . "Brde\u010Dko, Lud\u011Bk" . . . . "89-95" . "7"^^ . . . "Use of Nonlocal Model for Analysis of Reinforcement Concrete Slabs"@en . "Bratislava" . "Bratislava" .