Title: | Load testing of the first stress ribbon bridge in Slovenia |
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Authors: | ID Đukić, Đorđe (Author) ID Hekič, Doron (Author) ID Kosič, Mirko (Author) ID Vezočnik, Rok (Author) ID Anžlin, Andrej (Author) ID Štrukelj, Andrej (Author) ID Pipenbaher, Marjan (Author) ID Weingerl, Tomaž (Author) |
Files: | URL - Source URL, visit https://www.taylorfrancis.com/books/oa-edit/10.1201/9781003483755/bridge-maintenance-safety-management-digitalization-sustainability-jens-sandager-jensen-dan-frangopol-jacob-wittrup-schmidt?_gl=1*3if206*_gcl_au*MjAyNjQyNTA2Mi4xNzE2MzY3MjI4*_ga*NDk0MzQzNC4xNzAwNzQ1Njkx*_ga_0HYE8YG0M6*MTcxODg2ODIzNC4zMjYuMS4xNzE4ODc4NTYyLjM5LjAuMA
PDF - Presentation file, download (16,88 MB) MD5: 86D959524C3C3E0D7860934E8F09CF16
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Language: | English |
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Typology: | 1.08 - Published Scientific Conference Contribution |
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Organization: | ZAG - Slovenian National Building and Civil Engineering Institute
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Abstract: | Paper presents selected results of the diagnostic load testing of a newly-built footbridge in Novo Mesto, Slovenia. The bridge is significant as the first bridge in Slovenia being built with the stress ribbon technology. The diagnostic load testing took place in March 2023 and comprised of three-stage static load testing, dynamic testing with a light truck driving over artificial obstacles, and measurement of ambient vibrations. The consistency between the actual response of the bridge and the response of the finite element (FE) model, used in the design, was evaluated by comparing vertical displacements from the static load testing, natural frequencies and mode shapes. The comparison of the results indicates a satisfactory agreement between the measurements and the response of the FE model, confirming the appropriateness of the employed FE model. |
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Keywords: | bridge, bridge response measurements, stress ribon, load test |
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Publication status: | Published |
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Publication version: | Version of Record |
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Publication date: | 12.07.2024 |
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Publisher: | CRC Press, Taylor & Francis Group |
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Year of publishing: | 2024 |
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Number of pages: | Str. 418-425 |
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PID: | 20.500.12556/DiRROS-20205 |
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UDC: | 624 |
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COBISS.SI-ID: | 202235395 |
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Copyright: | © 2024 The Author(s) |
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Publication date in DiRROS: | 14.08.2024 |
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Views: | 262 |
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Downloads: | 180 |
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