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  • 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.
  • 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. (en)
Title
  • Bearing capacity analysis of reinforced concrete beams
  • Bearing capacity analysis of reinforced concrete beams (en)
skos:prefLabel
  • Bearing capacity analysis of reinforced concrete beams
  • Bearing capacity analysis of reinforced concrete beams (en)
skos:notation
  • RIV/61989100:27120/13:86087143!RIV14-MSM-27120___
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  • V
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  • 3
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  • 62995
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  • RIV/61989100:27120/13:86087143
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  • Reinforcement; Plasticity; Non-linear analysis; Concrete; Bearing capacity (en)
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  • US - Spojené státy americké
http://linked.open...ontrolniKodProRIV
  • [1BBAE492FD2D]
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  • International Journal of Mechanics
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  • 7
http://linked.open...iv/tvurceVysledku
  • Brožovský, Jiří
  • Sucharda, Oldřich
issn
  • 1998-4448
number of pages
http://localhost/t...ganizacniJednotka
  • 27120
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