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Determination of the Stress Increase of the Unbonded Tendon in a Continuous Concrete Beam at Ultimate Capacity Using Nonlinear Analysis Cover

Determination of the Stress Increase of the Unbonded Tendon in a Continuous Concrete Beam at Ultimate Capacity Using Nonlinear Analysis

Nordic Concrete Research
Volume 64 (2021): Issue 1 (June 2021)
By: Tarja Nakari and  Anssi Laaksonen  
Open Access
|Jul 2021

Authors

Tarja Nakari

tarja.nakari@tuni.fi

Ph.D. student, Tampere University, Unit of Structural Engineering, Research Group of Concrete and Bridge Structures, PO Box 600, FI-33014 Tampere University

Anssi Laaksonen

anssi.laaksonen@tuni.fi

Tampere University, , Unit of Structural Engineering, Research Group of Concrete and Bridge Structures, PO Box 600, FI-33014 Tampere University
DOI: https://doi.org/10.2478/ncr-2021-0004 | Journal eISSN: 2545-2819 | Journal ISSN: 0800-6377
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Language: English
Page range: 109 - 128
Submitted on: Mar 26, 2021
|
Accepted on: Jun 26, 2021
|
Published on: Jul 17, 2021
Published by: Nordic Concrete Federation
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year
Keywords:
Unbonded tendons,
mono-strands,
post-tensioned beams,
stress increase
Related subjects:
Materials sciences,
Materials processing

© 2021 Tarja Nakari, Anssi Laaksonen, published by Nordic Concrete Federation
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

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