Determination of the Stress Increase of the Unbonded Tendon in a Continuous Concrete Beam at Ultimate Capacity Using Nonlinear Analysis
By: Tarja Nakari and Anssi Laaksonen
Authors
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
Anssi Laaksonen
Tampere University, , Unit of Structural Engineering, Research Group of Concrete and Bridge Structures, PO Box 600, FI-33014 Tampere University
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
Related subjects:
© 2021 Tarja Nakari, Anssi Laaksonen, published by Nordic Concrete Federation
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.