Shear Resistance of Prestressed Beams According to the Different Design Approaches
| but.event.date | 25.01.2024 | cs |
| but.event.title | Juniorstav 2024 | cs |
| dc.contributor.author | Baran, Jaroslav | |
| dc.contributor.author | Borzovič, Viktor | |
| dc.date.accessioned | 2024-05-07T08:53:24Z | |
| dc.date.available | 2024-05-07T08:53:24Z | |
| dc.date.issued | 2024-05-07 | cs |
| dc.description.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. | en |
| dc.format | text | cs |
| dc.format.extent | 1-8 | cs |
| dc.format.mimetype | application/pdf | en |
| dc.identifier.citation | Juniorstav 2024: Proceedings 26th International Scientific Conference Of Civil Engineering, s. 1-8. ISBN 978-80-86433-83-7. | cs |
| dc.identifier.doi | 10.13164/juniorstav.2024.24117 | en |
| dc.identifier.isbn | 978-80-86433-83-7 | |
| dc.identifier.uri | https://hdl.handle.net/11012/245451 | |
| dc.language.iso | en | cs |
| dc.publisher | Vysoké učení technické v Brně,Fakulta stavební | cs |
| dc.relation.ispartof | Juniorstav 2024: Proceedings 26th International Scientific Conference Of Civil Engineering | cs |
| dc.relation.uri | https://juniorstav.fce.vutbr.cz/proceedings2024/ | |
| dc.rights | © Vysoké učení technické v Brně,Fakulta stavební | cs |
| dc.rights.access | openAccess | en |
| dc.subject | Shear | en |
| dc.subject | beam | en |
| dc.subject | prestress | en |
| dc.subject | I-cross section | en |
| dc.subject | bridge girder | en |
| dc.title | Shear Resistance of Prestressed Beams According to the Different Design Approaches | en |
| dc.type.driver | conferenceObject | en |
| dc.type.status | Peer-reviewed | en |
| dc.type.version | publishedVersion | en |
| eprints.affiliatedInstitution.department | Fakulta stavební | cs |
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