Detail publikace

Statistical analysis of crack widths by virtual modelling of reinforced concrete beams

NOVÁK, D. FEKETE, L.

Originální název

Statistical analysis of crack widths by virtual modelling of reinforced concrete beams

Typ

abstrakt

Jazyk

angličtina

Originální abstrakt

The paper is focused on virtual modelling of crack widths during concrete beams fracture. The basis for this work is an experimental work, where statistical characteristics of crack width were analysed in detail. It is a unique experiment on deep reinforced concrete beams subjected to four-point bending. The question arises if crack width statistics can be obtained numerically by nonlinear fracture mechanics simulation. This was stimulation for this research. The aim of the work was to compare crack widths using the simulated reinforced concrete beams with the values from the experiments.

Klíčová slova

Statistical analysis, virtual modelling, concrete beams

Autoři

NOVÁK, D.; FEKETE, L.

Vydáno

29. 5. 2012

Místo

Aix-en-provence, France

Strany od

75

Strany do

76

Strany počet

2

BibTex

@misc{BUT99136,
  author="Drahomír {Novák} and László {Fekete}",
  title="Statistical analysis of crack widths by virtual modelling of reinforced concrete beams",
  booktitle="Numerical Modeling Strategies for Sustainable Concrete Structures",
  year="2012",
  pages="75--76",
  address="Aix-en-provence, France",
  note="abstract"
}