Shear Resistance of Prestressed Beams According to the Different Design Approaches
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Date
2024-05-07
Authors
Baran, Jaroslav
Borzovič, Viktor
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Mark
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Vysoké učení technické v Brně,Fakulta stavební
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Abstract
The contribution deals with the shear resistance of prestressed beams and aims to compare experimental results with different design approaches. The experiment included two experimental tests on a sample prestressed beam. The course of the experiment is briefly described in the discussion. The prestressed beam, with an I cross-section, had bonded tendons and a total length of 7.0 m. A detailed description of the beam reinforcement, material characteristic and test setup are included. The reliability of individual design approaches is compared based on the analysis developed in this contribution.
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Juniorstav 2024: Proceedings 26th International Scientific Conference Of Civil Engineering, s. 1-8. ISBN 978-80-86433-83-7.
https://juniorstav.fce.vutbr.cz/proceedings2024/
https://juniorstav.fce.vutbr.cz/proceedings2024/
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Peer-reviewed
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en
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© Vysoké učení technické v Brně,Fakulta stavební