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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" }