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Effect of unbonded prestressing steel in terms of serviceability Cover

Effect of unbonded prestressing steel in terms of serviceability

Civil and Environmental Engineering
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By: Vlastimil Muroň,  Ladislav Klusáček and  Adam Svoboda  
Open Access
|Nov 2025

Authors

Vlastimil Muroň

vlastimil.muron@vutbr.cz

Brno University of Technology, Faculty of Civil Engineering, Institute of Concrete and Masonry Structures, Brno, Czech Republic

Ladislav Klusáček

Brno University of Technology, Faculty of Civil Engineering, Institute of Concrete and Masonry Structures, Brno, Czech Republic

Adam Svoboda

Brno University of Technology, Faculty of Civil Engineering, Institute of Concrete and Masonry Structures, Brno, Czech Republic
DOI: https://doi.org/10.2478/cee-2026-0032 | Journal eISSN: 2199-6512 | Journal ISSN: 1336-5835
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Language: English
Submitted on: Aug 14, 2025
Accepted on: Sep 18, 2025
Published on: Nov 12, 2025
Published by: University of Žilina
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year
Keywords:
Unbonded tendon,
Strengthening structures,
Primary protection,
Stress redistribution,
Friction loss
Related subjects:
Business and economics,
Political economics,
Economic theory, systems and structures,
Business management,
Industries,
Environmental management

© 2025 Vlastimil Muroň, Ladislav Klusáček, Adam Svoboda, published by University of Žilina
This work is licensed under the Creative Commons Attribution 4.0 License.

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