Nonlinear modelling of a bridge: A case study-based damage evaluation and proposal of Structural Health Monitoring (SHM) system

• Autorzy: Fawad Muhammad , Koris Kalman , Salamak Marek , Gerges Michael , Bednarski Lukasz , Sienko Rafal

Identyfikatory

DOI

10.24425/ace.2022.141903

• Języki publikacji: EN

Abstrakty

EN

Monitoring and structural health assessment are the primary requirements for performance evaluation of damaged bridges. This paper highlights the case-study of a damaged Reinforced Concrete (RC) bridge structure by considering the outcomes of destructive testing, Non-Destructive Testing (NDT) evaluations, static and 3D non-linear analysis methods. Finite element (FE) modelling of this structure is being done using the material properties extracted by the in-situ testing. Analysis is carried out to evaluate the bridge damage based on the data recorded after the static linear (AXIS VM software) and 3D non-linear analysis (ATENA 3D software). Extensive concrete cracking and high value of crack width are found to be the major problems, leading to lowering the performance of the bridge. As a solution, this paper proposes a proper Structural Health Monitoring (SHM) system, that will extend the life cycle of the bridge with minimal repair costs and reduced risk of failure. This system is based on the installation of three different types of sensors: Liquid Levelling sensors (LLS) for measurement of vertical displacement, Distributed Fiber Optic Sensors (DFOS) for crack monitoring, and Weigh in Motion (WIM) devices for monitoring of moving loads on bridge.

Słowa kluczowe

EN

reinforced concrete bridge; finite element method; FEM; non-destructive method; structural health monitoring; SHM; crack; sensor

PL

most żelbetowy; metoda elementów skończonych; MES; metoda nieniszcząca; monitorowanie stanu konstrukcji; SHM; pęknięcie; czujnik

• Wydawca: Komitet Inżynierii Lądowej i Wodnej PAN ; Politechnika Warszawska, Wydział Inżynierii Lądowej
• Czasopismo: Archives of Civil Engineering
• Rocznik: 2022
• Tom: Vol. 68, nr 3
• Strony: 569--584
• Opis fizyczny: Bibliogr. 47 poz., il.

Twórcy

autor

Fawad Muhammad

• Silesian University of Technology, Faculty of Civil Engineering, Gliwice, Poland

• https://orcid.org/0000-0003-4729-7289

autor

Koris Kalman

• Budapest University of Technology and Economics, Faculty of Civil Engineering, Budapest, Hungary

• https://orcid.org/0000-0002-6571-5555

autor

Salamak Marek

• Silesian University of Technology, Faculty of Civil Engineering, Gliwice, Poland

• https://orcid.org/0000-0003-3602-0575

autor

Gerges Michael

• University of Wolverhampton, Wolverhampton, United Kingdom

• https://orcid.org/0000-0001-5986-7301

autor

Bednarski Lukasz

• AGH University of Science, Mechanical Engineering and Robotics, Kraków, Poland

• https://orcid.org/0000-0002-5404-9921

autor

Sienko Rafal

• Cracow University of Technology, Faculty of Civil Engineering, Kraków, Poland

• https://orcid.org/0000-0002-2751-7558

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Uwagi

Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).