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  • A realistic description of concrete creep can be achieved by advanced models, such as model B3 and its improved version that uses the concept of microprestress. In this paper, values of parameters used by the microprestress-solidification theory (MPS) are recommended and their influence on the creep compliance function is evaluated and checked against experimental data from the literature. Certain deficiencies of MPS are pointed out and its modified version is proposed. In the second part of this paper, values of material parameters are identified using genetic algorithm.
  • A realistic description of concrete creep can be achieved by advanced models, such as model B3 and its improved version that uses the concept of microprestress. In this paper, values of parameters used by the microprestress-solidification theory (MPS) are recommended and their influence on the creep compliance function is evaluated and checked against experimental data from the literature. Certain deficiencies of MPS are pointed out and its modified version is proposed. In the second part of this paper, values of material parameters are identified using genetic algorithm. (en)
Title
  • Modeling of concrete creep based on Microprestress-Solidification Theory
  • Modeling of concrete creep based on Microprestress-Solidification Theory (en)
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  • Modeling of concrete creep based on Microprestress-Solidification Theory
  • Modeling of concrete creep based on Microprestress-Solidification Theory (en)
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  • RIV/68407700:21110/11:00192105!RIV12-GA0-21110___
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  • P(GD103/09/H078)
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  • 212982
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  • RIV/68407700:21110/11:00192105
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  • Creep; shrinkage; concrete; compliance function; Kelvin chain; solidification; microprestress; finite elements; genetic optimization algorithm (en)
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  • [37B3F5C2B07F]
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  • Praha
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  • Computer and Experimental Analysis of Civil Engineering Materials and their Multilayered Systems III
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  • Havlásek, Petr
  • Jirásek, Milan
number of pages
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  • České vysoké učení technické v Praze. Fakulta stavební
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  • 978-80-01-04965-5
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  • 21110
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