Original title: Analysis of Reinforced Concrete Beams Subjected to Impact Loading
Authors: Dvořák, Tomáš
Document type: Papers
Language: eng
Publisher: Vysoké učení technické v Brně,Fakulta stavební
Abstract: The utilisation of complex nonlinear material models for concrete in numerical simulations is necessary for the accurate representation of structural behaviour. However, the successful modelling of such complex behaviour depends on a good understanding of the material model parameters. This paper deals with the critical issue of material parameter sensitivity in the context of RC beams subjected to impact loading. The objective was to establish relationships between the material parameters and the responses, including deformations and stresses, using sensitivity. This is the main key to understanding the complex interaction of these parameters and their influence on the structure.
Keywords: impact loading; nonlinear material models; numerical simulations; Reinforced concrete beam; sensitivity analysis
Host item entry: Juniorstav 2024: Proceedings 26th International Scientific Conference Of Civil Engineering, ISBN 978-80-86433-83-7

Institution: Brno University of Technology (web)
Document availability information: Fulltext is available in the Brno University of Technology Digital Library.
Original record: https://hdl.handle.net/11012/245456

Permalink: http://www.nusl.cz/ntk/nusl-614421


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Universities and colleges > Public universities > Brno University of Technology
Conference materials > Papers
 Record created 2024-05-12, last modified 2024-05-12


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