Nonlinear Analysis of Beams made of High Strength Concrete Prestressed with Unbonded Tendons

D. KOWALSKI

doi:10.21741/9781644902059-12

Nonlinear Analysis of Beams made of High Strength Concrete Prestressed with Unbonded Tendons

KOWALSKI Damian

Abstract. The paper presents numerical analysis methods of High-Strength Concrete (HSC) beams prestressed with unbonded tendons. Furthermore, it compares obtained results with experimental data from the literature. Prestressing tendons have been modelled in a discrete form, using one-dimensional finite elements. A temperature drop inflicted prestress force. Contact issues have been considered, i.e. friction and pressure at the interface between the cable and the duct wall. In the work, it was found that it is possible to obtain satisfactory accuracy of results with the model in use. Accurate P-Δ (load-deflection) curves were achieved matching experimental data.

Keywords
Reinforced Concrete Modelling, Numerical Calculations, Prestressed Structures, Finite Element Analysis

Published online 7/20/2022, 8 pages
Copyright © 2022 by the author(s)
Published under license by Materials Research Forum LLC., Millersville PA, USA

Citation: KOWALSKI Damian, Nonlinear Analysis of Beams made of High Strength Concrete Prestressed with Unbonded Tendons, Materials Research Proceedings, Vol. 24, pp 75-82, 2022

DOI: https://doi.org/10.21741/9781644902059-12

The article was published as article 12 of the book Terotechnology XII

Content from this work may be used under the terms of the Creative Commons Attribution 3.0 licence. Any further distribution of this work must maintain attribution to the author(s) and the title of the work, journal citation and DOI.

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