| Title: | In situ consideration of resistance of bridge girder according to EC2 with AEM |
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| Authors: | ID Brunčič, Ana (Author)
ID Štrukelj, Andrej (Author)
ID Kreslin, Maja (Author)
ID Anžlin, Andrej (Author)
ID Šajna, Aljoša (Author) |
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| Files: |  URL - Source URL, visit https://www.ndt.net/search/docs.php3?MainSource=299
 PDF - Presentation file, download (1,08 MB)
MD5: 17F913D59BEBBA05CA933C6F6378A199
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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: | The paper presents a case study of a considerably cracked and degraded bridge in Slovenia: with the implementation of in-situ measurements under bending and shear and the use of a non-destructive acoustic emission technique. Despite the existing crack system, the latter was able to detect microstructural changes. These were characterised by low values of average frequency (AF), as well as lower values of the rise time-amplitude ratio (RA), and energy. A correlation between shear capacity and acoustic activity was observed. This promises to expand the use of AE in the process of assessing of the load-bearing capacity of existing concrete structures. |
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| Keywords: | shear resistance, shear crack, crack width, acoustic emission (AE) parameters, bridge girder, stiffness, elasticity, damage evaluation |
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| Publication status: | Published |
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| Publication version: | Version of Record |
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| Publication date: | 01.01.2023 |
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| Publisher: | N D T Internet Publishing |
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| Year of publishing: | 2023 |
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| Number of pages: | str. 1-10 |
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| PID: | 20.500.12556/DiRROS-17382  |
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| UDC: | 620.1/.2 |
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| ISSN on article: | 1435-4934 |
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| DOI: | 10.58286/27603 |
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| COBISS.SI-ID: | 140787203 |
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| Copyright: | © 2023 The Authors |
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| Note: | Nasl. z nasl. zaslona;
Opis vira z dne 6. 2. 2023;
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| Publication date in DiRROS: | 28.11.2023 |
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| Views: | 608 |
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| Downloads: | 301 |
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| Metadata: |    |
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