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MARKOVÁ, D.; CHALMOVSKÝ, J.
Originální název
Numerical Analysis of Creep and Shrinkage Behaviour of Concrete During Laboratory Tests Using Advanced Constitutive Model
Anglický název
Druh
Stať ve sborníku mimo WoS a Scopus
Originální abstrakt
This paper utilizes a time-dependent elastoplastic material model to predict the creep and shrinkage behaviour of laboratory samples via the Finite Element Method (FEM) analysis. After describing the time-dependent behaviour of concrete, the influence of creep input parameters of the material model is analysed in a parametric study. Finally, the values of creep and shrinkage input parameters are calibrated based on real tests and subsequent usage in the numerical modelling of geotechnical structures is discussed.
Anglický abstrakt
Klíčová slova
Creep, shrinkage, calibration, finite element method, Plaxis 2D
Klíčová slova v angličtině
Autoři
Vydáno
07.05.2024
Nakladatel
Brno University of Technology
Místo
Brno
ISBN
ISBN 978-80-86433-83
Kniha
Juniorstav 2024: Proceedings 26th International Scientific Conference Of Civil Engineering
Strany počet
10
URL
https://dspace.vut.cz/items/c8c9292f-b452-4134-87b6-f658a3f84fd4
BibTex
@inproceedings{BUT196649, author="Daniela {Marková} and Juraj {Chalmovský}", title="Numerical Analysis of Creep and Shrinkage Behaviour of Concrete During Laboratory Tests Using Advanced Constitutive Model", booktitle="Juniorstav 2024: Proceedings 26th International Scientific Conference Of Civil Engineering", year="2024", pages="10", publisher="Brno University of Technology", address="Brno", doi="10.13164/juniorstav.2024.24065", isbn="ISBN 978-80-86433-83", url="https://dspace.vut.cz/items/c8c9292f-b452-4134-87b6-f658a3f84fd4" }