Solution Method for Prediction of Rheology of Concrete Reinforced Beam Structures after Cracking

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F08%3APU78841" target="_blank" >RIV/00216305:26110/08:PU78841 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Solution Method for Prediction of Rheology of Concrete Reinforced Beam Structures after Cracking
Original language description
For the analysis of reinforced concrete it is often necessary to take into account creep, shrinkage and change of stiffness caused by cracking. The authors of this develop an effective method for the solution of these problems. The developed method is based on the plane beam model, and the finite element method is used. The goal of this method is to predict creep and shrinkage of cocncrete structures with respect to the nonlinear stress-strain diagram of concrete.
Czech name
Solution Method for Prediction of Rheology of Concrete Reinforced Beam Structures after Cracking
Czech description
For the analysis of reinforced concrete it is often necessary to take into account creep, shrinkage and change of stiffness caused by cracking. The authors of this develop an effective method for the solution of these problems. The developed method is based on the plane beam model, and the finite element method is used. The goal of this method is to predict creep and shrinkage of cocncrete structures with respect to the nonlinear stress-strain diagram of concrete.

Project
<a href="/en/project/GP103%2F06%2FP252" target="_blank" >GP103/06/P252: Analysis of structures building step-by-step with influence of material and geometrical nonlinearities and rheology of concrete</a><br>
Continuities
Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year
2008
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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