Intensity and location of corrosion on the reliability of a steel bridge
Visual inspections generally represent the initial step of the safety assessment of bridges. In particular, steel railway bridges are particularly prone to corrosion phenomena. Therefore, visual inspections provide the geometric characterization of the conservation state of each structural member, i...
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| Published in: | Journal of constructional steel research Vol. 206; p. 107937 |
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| Main Authors: | , , , , |
| Format: | Journal Article |
| Language: | English |
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01-07-2023
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| Abstract | Visual inspections generally represent the initial step of the safety assessment of bridges. In particular, steel railway bridges are particularly prone to corrosion phenomena. Therefore, visual inspections provide the geometric characterization of the conservation state of each structural member, in particular, the size reduction originating from the progress of corrosion. Nonetheless, the geometric definition of corrosion is not directly related to structural safety, depending on the damage location. The paper quantifies and discusses the uncertainties in the safety assessment of trussed bridges associated with the unknown effect of damage location on the stress distribution, given initial knowledge of the number and intensity of damaged members. Is it possible to preliminary assess the structural safety for typological structures without knowing the effect of damage location on the stress re-distribution? This paper discusses these aspects by randomly simulating damage scenarios in a finite element model of a historic steel bridge. The model, validated against the experimental modal parameters and measured deflection under train transit, is used for estimating bidimensional fragility curves as a function of the damage intensity and the number of damaged members. Finally, a safety domain can support the preliminary safety assessment of typological steel railway bridges.
•Reliability analysis of a steel bridge.•Effect of random corrosion on structural reliability.•Model validation from displacement measurements under train transit.•Model validation from ambient vibration data.•Proposal of a practical fragility chart for vision-based assessments. |
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| AbstractList | Visual inspections generally represent the initial step of the safety assessment of bridges. In particular, steel railway bridges are particularly prone to corrosion phenomena. Therefore, visual inspections provide the geometric characterization of the conservation state of each structural member, in particular, the size reduction originating from the progress of corrosion. Nonetheless, the geometric definition of corrosion is not directly related to structural safety, depending on the damage location. The paper quantifies and discusses the uncertainties in the safety assessment of trussed bridges associated with the unknown effect of damage location on the stress distribution, given initial knowledge of the number and intensity of damaged members. Is it possible to preliminary assess the structural safety for typological structures without knowing the effect of damage location on the stress re-distribution? This paper discusses these aspects by randomly simulating damage scenarios in a finite element model of a historic steel bridge. The model, validated against the experimental modal parameters and measured deflection under train transit, is used for estimating bidimensional fragility curves as a function of the damage intensity and the number of damaged members. Finally, a safety domain can support the preliminary safety assessment of typological steel railway bridges.
•Reliability analysis of a steel bridge.•Effect of random corrosion on structural reliability.•Model validation from displacement measurements under train transit.•Model validation from ambient vibration data.•Proposal of a practical fragility chart for vision-based assessments. |
| ArticleNumber | 107937 |
| Author | Zucca, Marco Venturi, Giorgia Simoncelli, Marco Alaggio, Rocco Aloisio, Angelo |
| Author_xml | – sequence: 1 givenname: Marco surname: Simoncelli fullname: Simoncelli, Marco organization: Department of Architecture, Built Environment and Construction Engineering, Politecnico di Milano, Milan, Italy – sequence: 2 givenname: Angelo orcidid: 0000-0002-6190-0139 surname: Aloisio fullname: Aloisio, Angelo email: angelo.aloisio1@univaq.it organization: Department of Civil, Construction-Architecture and Environmental Engineering, University of L’Aquila, L’Aquila, Italy – sequence: 3 givenname: Marco surname: Zucca fullname: Zucca, Marco organization: Department of Environmental Civil Engineering and Architecture, Università degli studi di Cagliari, Cagliari, Italy – sequence: 4 givenname: Giorgia surname: Venturi fullname: Venturi, Giorgia organization: Department of Architecture, Built Environment and Construction Engineering, Politecnico di Milano, Milan, Italy – sequence: 5 givenname: Rocco surname: Alaggio fullname: Alaggio, Rocco organization: Department of Civil, Construction-Architecture and Environmental Engineering, University of L’Aquila, L’Aquila, Italy |
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| CitedBy_id | crossref_primary_10_3390_jimaging10040093 crossref_primary_10_3390_buildings14030794 crossref_primary_10_1016_j_engstruct_2024_118431 crossref_primary_10_3390_ma17051041 crossref_primary_10_3390_buildings13061361 |
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| Keywords | Corrosion Reliability analysis Railway steel bridges |
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