| Title: | Analysis of the response of a roadway bridge under extreme flooding-related events: Scour and debris-loading |
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| Authors: | ID Kosič, Mirko (Author)
ID Prendergast, Luke J. (Author)
ID Anžlin, Andrej (Author) |
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| Files: |  URL - Source URL, visit https://www.sciencedirect.com/science/article/pii/S0141029623000214?via%3Dihub
 PDF - Presentation file, download (4,32 MB)
MD5: F364D1C9D25823802C270AC6311AD5FA
 DOCX - Supplement, download (287,47 KB)
MD5: F94A472A7E59A77B2016477E3523D79A
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| Language: | English |
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| Typology: | 1.01 - Original Scientific Article |
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| Organization: |  ZAG - Slovenian National Building and Civil Engineering Institute
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| Abstract: | Hydraulic actions on bridges are a leading cause of failure, especially due to the occurrence of scour erosion. Due to climate change, flooding and scour risks are exacerbating for bridges worldwide, leading to a significant stress burden on asset management agencies. Assessing structures for scour has received significant attention in recent years, however, there are few studies which investigate the influence of scour on the components of a bridge to understand how various elements interact. Moreover, the presence of debris loading, which can occur due to flooding causing debris to become lodged at structures, has not received significant attention. Debris can worsen scour conditions and increase hydraulic loading on a bridge. In this paper, an analysis of the response of various components of a roadway bridge when exposed to extreme flooding is conducted. The influence of scour and debris on hydraulic loading, internal forces, modal periods, and utilization ratios of various bridge components is ascertained. A numerical model is developed using OpenSees employing two different methods to model the soil-structure interaction. Results for several flooding scenarios show how the various bridge elements are influenced by variations in water height and velocity, scour depth, and presence of debris. |
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| Keywords: | local scour, wood debris, flooding, resilience, soil-structure interaction, bridges, open access |
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| Publication status: | Published |
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| Publication version: | Version of Record |
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| Publication date: | 19.01.2023 |
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| Publisher: | Elsevier |
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| Year of publishing: | 2023 |
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| Number of pages: | str. 1-17 |
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| Numbering: | Vol. 279, [article no.] 115607 |
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| PID: | 20.500.12556/DiRROS-16136  |
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| UDC: | 624 |
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| ISSN on article: | 1873-7323 |
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| DOI: | 10.1016/j.engstruct.2023.115607 |
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| COBISS.SI-ID: | 138718979 |
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| Copyright: | © 2023 The Author(s). Published by Elsevier Ltd. |
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| Note: | Nasl. z nasl. zaslona;
Opis vira z dne 20. 1. 2023;
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| Publication date in DiRROS: | 29.05.2023 |
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| Views: | 676 |
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| Downloads: | 552 |
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| Metadata: |    |
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