Detail publikace

Inverzní analýza sklovláknobetonu pro identifikaci lomově-mechanických parametrů

LEHKÝ, D. ŘOUTIL, L. KERŠNER, Z. NOVÁK, D. KNĚZEK, J.

Originální název

Inverzní analýza sklovláknobetonu pro identifikaci lomově-mechanických parametrů

Český název

Inverzní analýza sklovláknobetonu pro identifikaci lomově-mechanických parametrů

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

cs

Originální abstrakt

The knowledge of fracture-mechanical parameters is fundamental for failure modelling of elements and structures made of fibre-reinforced concrete. Experimental results of notched-beams specimens subjected to three-point bending are used here for statistical inverse analysis. Stochastic modelling and nonlinear fracture mechanics is applied. The results of the paper are means and variance of fracture-mechanical parameters of a real structure.

Český abstrakt

The knowledge of fracture-mechanical parameters is fundamental for failure modelling of elements and structures made of fibre-reinforced concrete. Experimental results of notched-beams specimens subjected to three-point bending are used here for statistical inverse analysis. Stochastic modelling and nonlinear fracture mechanics is applied. The results of the paper are means and variance of fracture-mechanical parameters of a real structure.

Rok RIV

2005

Vydáno

15.06.2005

Místo

Ostrava, Czech Republic

ISBN

80-248-0852-8

Kniha

Fibre Concrete 2005

Strany od

227

Strany do

232

Strany počet

6

BibTex


@inproceedings{BUT18377,
  author="David {Lehký} and Ladislav {Řoutil} and Zbyněk {Keršner} and Drahomír {Novák} and Josef {Knězek}",
  title="Inverzní analýza sklovláknobetonu pro identifikaci lomově-mechanických parametrů",
  annote="The knowledge of fracture-mechanical parameters is fundamental for failure modelling of elements and structures made of fibre-reinforced concrete. Experimental results of notched-beams specimens subjected to three-point bending are used here for statistical inverse analysis. Stochastic modelling and nonlinear fracture mechanics is applied. The results of the paper are means and variance of fracture-mechanical parameters of a real structure.",
  booktitle="Fibre Concrete 2005",
  chapter="18377",
  year="2005",
  month="june",
  pages="227--232",
  type="conference paper"
}