Numerical Analysis of Creep and Shrinkage Behaviour of Concrete During Laboratory Tests Using Advanced Constitutive Model
| but.event.date | 25.01.2024 | cs |
| but.event.title | Juniorstav 2024 | cs |
| dc.contributor.author | Šindelářová, Daniela | |
| dc.contributor.author | Chalmovský, Juraj | |
| dc.date.accessioned | 2024-05-07T08:53:22Z | |
| dc.date.available | 2024-05-07T08:53:22Z | |
| dc.date.issued | 2024-05-07 | cs |
| dc.description.abstract | 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. | en |
| dc.format | text | cs |
| dc.format.extent | 1-10 | cs |
| dc.format.mimetype | application/pdf | en |
| dc.identifier.citation | Juniorstav 2024: Proceedings 26th International Scientific Conference Of Civil Engineering, s. 1-10. ISBN 978-80-86433-83-7. | cs |
| dc.identifier.doi | 10.13164/juniorstav.2024.24065 | en |
| dc.identifier.isbn | 978-80-86433-83-7 | |
| dc.identifier.uri | https://hdl.handle.net/11012/245435 | |
| dc.language.iso | en | cs |
| dc.publisher | Vysoké učení technické v Brně,Fakulta stavební | cs |
| dc.relation.ispartof | Juniorstav 2024: Proceedings 26th International Scientific Conference Of Civil Engineering | cs |
| dc.relation.uri | https://juniorstav.fce.vutbr.cz/proceedings2024/ | |
| dc.rights | © Vysoké učení technické v Brně,Fakulta stavební | cs |
| dc.rights.access | openAccess | en |
| dc.subject | Creep | en |
| dc.subject | shrinkage | en |
| dc.subject | calibration | en |
| dc.subject | finite element method | en |
| dc.subject | Plaxis 2D | en |
| dc.title | Numerical Analysis of Creep and Shrinkage Behaviour of Concrete During Laboratory Tests Using Advanced Constitutive Model | en |
| dc.type.driver | conferenceObject | en |
| dc.type.status | Peer-reviewed | en |
| dc.type.version | publishedVersion | en |
| eprints.affiliatedInstitution.department | Fakulta stavební | cs |
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