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

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F12%3APU103283" target="_blank" >RIV/00216305:26110/12:PU103283 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

angličtina

Original language name

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

Original language description

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.

Czech name

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Czech description

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Type

O - Miscellaneous

CEP classification

JM - Structural engineering

OECD FORD branch

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Project

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Continuities

I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Publication year

2012

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů