<abstract xmlns="http://www.w3.org/1999/xhtml">

<p>The paper presents a theoretical analysis that models the effects of temperature load induced on a two-pole, twobox reinforced concrete bridge. Implemented was theoretical analysis of thermodynamic effects, which was performed on a closed double-box reinforced concrete bridge structure. The modelling and analysis only considered the upper part of the load-bearing bridge structure. This type of bridge was selected to present the results of this study which analysed the worst effects of temperature acting on the bridge structure.</p>
</abstract>

The paper presents a theoretical analysis that models the effects of temperature load induced on a two-pole, twobox reinforced concrete bridge. Implemented was theoretical analysis of thermodynamic effects, which was performed on a closed double-box reinforced concrete bridge structure. The modelling and analysis only considered the upper part of the load-bearing bridge structure. This type of bridge was selected to present the results of this study which analysed the worst effects of temperature acting on the bridge structure.

Theoretical Analysis on Reinforced Concrete Bridge from Non-linear Temperature Effect

Selected Scientific Papers - Journal of Civil Engineering

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

The paper presents a theoretical analysis that models the effects of temperature load induced on a two-pole, twobox reinforced concrete bridge. Implemented was...

Theoretical Analysis on Reinforced Concrete Bridge from Non-linear Temperature Effect

Published Online: Jan 14, 2023

Page range: 1 - 13

DOI: https://doi.org/10.2478/sspjce-2022-0016

Keywords
bridge, modelling, temperature

© 2022 Michal Tomko et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Theoretical Analysis on Reinforced Concrete Bridge from Non-linear Temperature Effect

Published Online: Jan 14, 2023

Page range: 1 - 13

DOI: https://doi.org/10.2478/sspjce-2022-0016

Keywordsbridge, modelling, temperature

© 2022 Michal Tomko et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Keywords
bridge, modelling, temperature