Bearing capacity analysis of reinforced concrete beams

Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F13%3A86087143" target="_blank" >RIV/61989100:27120/13:86087143 - isvavai.cz</a>
Výsledek na webu
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DOI - Digital Object Identifier
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Jazyk výsledku
angličtina
Název v původním jazyce
Bearing capacity analysis of reinforced concrete beams
Popis výsledku v původním jazyce
This paper deals with a non-linear analysis of reinforced concrete beams. The goal is to determine the total bearing capacity of the structure. For purposes of the analysis, an elastic-plastic model of concrete has been chosen. In some calculations, other constituent models of concrete have been used. These models of the concrete are based on fracture mechanics, model of smeared cracks or plasticity. The paper also compares the model of smeared reinforcement and that of discrete reinforcement. When analysing a specific example of a T-beam, stochastic modelling has been used.
Název v anglickém jazyce
Bearing capacity analysis of reinforced concrete beams
Popis výsledku anglicky
This paper deals with a non-linear analysis of reinforced concrete beams. The goal is to determine the total bearing capacity of the structure. For purposes of the analysis, an elastic-plastic model of concrete has been chosen. In some calculations, other constituent models of concrete have been used. These models of the concrete are based on fracture mechanics, model of smeared cracks or plasticity. The paper also compares the model of smeared reinforcement and that of discrete reinforcement. When analysing a specific example of a T-beam, stochastic modelling has been used.

Druh
J<sub>x</sub> - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)
CEP obor
JN - Stavebnictví
OECD FORD obor
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Rok uplatnění
2013
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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