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Description
| - Creep of concrete is strongly affected by the evolution of pore humidity and temperature, which in turn depend on the environmental conditions and on the size and shape of the concrete member. Current codes of practice take that into account only approximately, in a very simplified way. More realistic description can be achieved by advanced models, such as model B3 and its improved version that uses the concept of microprestress. In this contribution, efficient computational algorithms for the microprestress-solidification theory are developed and their implementation into an object-oriented finite element framework is described. In the second part of this paper, the new implementation is used to simulate creep experiments of L'Hermite and Mamillan.
- Creep of concrete is strongly affected by the evolution of pore humidity and temperature, which in turn depend on the environmental conditions and on the size and shape of the concrete member. Current codes of practice take that into account only approximately, in a very simplified way. More realistic description can be achieved by advanced models, such as model B3 and its improved version that uses the concept of microprestress. In this contribution, efficient computational algorithms for the microprestress-solidification theory are developed and their implementation into an object-oriented finite element framework is described. In the second part of this paper, the new implementation is used to simulate creep experiments of L'Hermite and Mamillan. (en)
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Title
| - Modeling of concrete creep based on Microprestress-solidification theory
- Modeling of concrete creep based on Microprestress-solidification theory (en)
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skos:prefLabel
| - Modeling of concrete creep based on Microprestress-solidification theory
- Modeling of concrete creep based on Microprestress-solidification theory (en)
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skos:notation
| - RIV/68407700:21110/10:00172669!RIV11-GA0-21110___
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http://linked.open...avai/riv/aktivita
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http://linked.open...avai/riv/aktivity
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http://linked.open...vai/riv/dodaniDat
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http://linked.open...aciTvurceVysledku
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http://linked.open.../riv/druhVysledku
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http://linked.open...iv/duvernostUdaju
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http://linked.open...titaPredkladatele
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http://linked.open...dnocenehoVysledku
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http://linked.open...ai/riv/idVysledku
| - RIV/68407700:21110/10:00172669
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http://linked.open...riv/jazykVysledku
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http://linked.open.../riv/klicovaSlova
| - creep; shrinkage; concrete; compliance function; exponential algorithm; Dirichlet series; Kelvin chain; solidification; microprestress; finite elements (en)
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http://linked.open.../riv/klicoveSlovo
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http://linked.open...ontrolniKodProRIV
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http://linked.open...i/riv/mistoVydani
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http://linked.open...i/riv/nazevZdroje
| - Computer and Experimental Analysis of Civil Engineering Materials and their Multilayered Systems II
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http://linked.open...in/vavai/riv/obor
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http://linked.open...ichTvurcuVysledku
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http://linked.open...v/pocetStranKnihy
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http://linked.open...cetTvurcuVysledku
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http://linked.open...vavai/riv/projekt
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http://linked.open...UplatneniVysledku
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http://linked.open...iv/tvurceVysledku
| - Havlásek, Petr
- Jirásek, Milan
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number of pages
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http://purl.org/ne...btex#hasPublisher
| - České vysoké učení technické v Praze
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https://schema.org/isbn
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http://localhost/t...ganizacniJednotka
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