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  • This paper discusses components of a proposed framework for automatic assessment of reinforced concrete structures which is based on use of an elastoplastic material model. The framework is meant to be used for assessment of stress and strain states and deformational states of pre-peak phase of structural behaviour.
  • This paper discusses components of a proposed framework for automatic assessment of reinforced concrete structures which is based on use of an elastoplastic material model. The framework is meant to be used for assessment of stress and strain states and deformational states of pre-peak phase of structural behaviour. (en)
Title
  • Approach to the Assessment of Concrete Structures based on Non-Linear Elasto-Plastic Analysis
  • Approach to the Assessment of Concrete Structures based on Non-Linear Elasto-Plastic Analysis (en)
skos:prefLabel
  • Approach to the Assessment of Concrete Structures based on Non-Linear Elasto-Plastic Analysis
  • Approach to the Assessment of Concrete Structures based on Non-Linear Elasto-Plastic Analysis (en)
skos:notation
  • RIV/61989100:27120/09:00021575!RIV12-MSM-27120___
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  • P(1M0579)
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  • 303901
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  • RIV/61989100:27120/09:00021575
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  • concrete, finite element modelling, plasticity,Chen criteria, assesment. (en)
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  • [1AB457D2F855]
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  • Funchal
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  • Kippen, Stirlingshire
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  • Proceedings of the 12th International Conference on Civil, Structural and Environmental Engineering Computing
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  • Brožovský, Jiří
  • Sucharda, Oldřich
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number of pages
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  • Civil-Comp Press
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  • 978-1-905088-30-0
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  • 27120
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