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Naslov:Analysis of the response of a roadway bridge under extreme flooding-related events: Scour and debris-loading
Avtorji:ID Kosič, Mirko (Avtor)
ID Prendergast, Luke J. (Avtor)
ID Anžlin, Andrej (Avtor)
Datoteke:URL URL - Izvorni URL, za dostop obiščite https://www.sciencedirect.com/science/article/pii/S0141029623000214?via%3Dihub
 
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Jezik:Angleški jezik
Tipologija:1.01 - Izvirni znanstveni članek
Organizacija:Logo ZAG - Zavod za gradbeništvo Slovenije
Povzetek: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.
Ključne besede:local scour, wood debris, flooding, resilience, soil-structure interaction, bridges, open access
Status publikacije:Objavljeno
Verzija publikacije:Objavljena publikacija
Datum objave:19.01.2023
Založnik:Elsevier
Leto izida:2023
Št. strani:str. 1-17
Številčenje:Vol. 279, [article no.] 115607
PID:20.500.12556/DiRROS-16136 Novo okno
UDK:624
ISSN pri članku:1873-7323
DOI:10.1016/j.engstruct.2023.115607 Novo okno
COBISS.SI-ID:138718979 Novo okno
Avtorske pravice:© 2023 The Author(s). Published by Elsevier Ltd.
Opomba:Nasl. z nasl. zaslona; Opis vira z dne 20. 1. 2023;
Datum objave v DiRROS:29.05.2023
Število ogledov:673
Število prenosov:550
Metapodatki:XML DC-XML DC-RDF
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Gradivo je del revije

Naslov:Engineering structures
Založnik:Elsevier
ISSN:1873-7323
COBISS.SI-ID:23165701 Novo okno

Gradivo je financirano iz projekta

Financer:ARRS - Agencija za raziskovalno dejavnost Republike Slovenije
Številka projekta:P2-0273
Naslov:Gradbeni objekti in materiali

Financer:ARRS - Agencija za raziskovalno dejavnost Republike Slovenije
Številka projekta:I0-0032
Naslov:Preizkušanje materialov in konstrukcij

Financer:EC - European Commission
Številka projekta:874421
Naslov:Vulnerability assessment of embankments and bridges exposed to flooding hazards
Akronim:oVERFLOw

Licence

Licenca:CC BY-NC 4.0, Creative Commons Priznanje avtorstva-Nekomercialno 4.0 Mednarodna
Povezava:http://creativecommons.org/licenses/by-nc/4.0/deed.sl
Opis:Licenca Creative Commons, ki prepoveduje komercialno uporabo, vendar uporabniki ne rabijo upravljati materialnih avtorskih pravic na izpeljanih delih z enako licenco.
Začetek licenciranja:09.01.2023
Vezano na:Text and Data Mining valid from 2023-03-01 Version of Record valid from 2023-01-09

Sekundarni jezik

Jezik:Slovenski jezik
Ključne besede:erozija temelja, naplavine, poplave, odpornost, interakcija konstrukcije z zemljino, mostovi, odprti dostop


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