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

Tarja Nakari

Tarja Nakari

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

Anssi Laaksonen

Tampere University, , Unit of Structural Engineering, Research Group of Concrete and Bridge Structures, PO Box 600, FI-33014 Tampere University
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Laaksonen, Anssi
  
17 lug 2021
Determination of the Stress Increase of the Unbonded Tendon in a Continuous Concrete Beam at Ultimate Capacity Using Nonlinear Analysis's Cover Image
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Pubblicato online: 17 lug 2021
Pagine: 109 - 128
Ricevuto: 26 mar 2021
Accettato: 26 giu 2021
DOI: https://doi.org/10.2478/ncr-2021-0004
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© 2021 Tarja Nakari et al., published by Sciendo
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.
Nakari, Tarja
Ph.D. student, Tampere University, Unit of Structural Engineering, Research Group of Concrete and Bridge Structures, PO Box 600, FI-33014 Tampere University
Laaksonen, Anssi
Tampere University, , Unit of Structural Engineering, Research Group of Concrete and Bridge Structures, PO Box 600, FI-33014 Tampere University
Lingua:
Inglese
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2 volte all'anno
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