Seismic fragility analysis of deteriorating RC bridge substructures subject to marine chloride-induced corrosion
•An improved reinforced concrete steel bar deterioration model that incorporates pitting corrosion is proposed.•Change in after-cracking corrosion rate is considered to assess the time-dependent seismic fragility of RC bridges.•Differences in the results when reinforcing steel is subjected to genera...
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| Published in | Engineering structures Vol. 155; pp. 61 - 72 |
|---|---|
| Main Authors | , , , |
| Format | Journal Article |
| Language | English |
| Published |
Kidlington
Elsevier Ltd
15.01.2018
Elsevier BV |
| Subjects | |
| Online Access | Get full text |
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| Abstract | •An improved reinforced concrete steel bar deterioration model that incorporates pitting corrosion is proposed.•Change in after-cracking corrosion rate is considered to assess the time-dependent seismic fragility of RC bridges.•Differences in the results when reinforcing steel is subjected to general and pitting corrosion are investigated.•Seismic fragility of deteriorating RC bridges in marine environment is evaluated.
This paper presents an improved reinforced concrete steel bar deterioration model that incorporates pitting corrosion and considers the change in after-cracking corrosion rate to assess the time-dependent seismic fragility of RC bridge substructures in marine environments. The proposed deterioration model is applicable for both existing and new RC bridge substructures and could be employed for life-cycle analysis of RC bridge substructures in marine environments. In this paper, the model is implemented to conduct a probabilistic seismic fragility analysis of a three-span continuous box girder bridge accounting for uncertainties in establishing bridge geometry, material properties, ground motion and corrosion parameters. Differences in the results obtained when reinforcing steel is subjected to general and pitting corrosion are investigated. The results show that the effect of chloride-induced corrosion cannot be neglected when performing the seismic fragility analysis of RC bridge substructures in marine environments. Additionally, the calculated time-dependent fragility curves indicate that there is a nonlinear accelerated growth of RC column vulnerability along the service life of highway bridges, especially after twenty-five years of exposure to chlorides. |
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| AbstractList | •An improved reinforced concrete steel bar deterioration model that incorporates pitting corrosion is proposed.•Change in after-cracking corrosion rate is considered to assess the time-dependent seismic fragility of RC bridges.•Differences in the results when reinforcing steel is subjected to general and pitting corrosion are investigated.•Seismic fragility of deteriorating RC bridges in marine environment is evaluated.
This paper presents an improved reinforced concrete steel bar deterioration model that incorporates pitting corrosion and considers the change in after-cracking corrosion rate to assess the time-dependent seismic fragility of RC bridge substructures in marine environments. The proposed deterioration model is applicable for both existing and new RC bridge substructures and could be employed for life-cycle analysis of RC bridge substructures in marine environments. In this paper, the model is implemented to conduct a probabilistic seismic fragility analysis of a three-span continuous box girder bridge accounting for uncertainties in establishing bridge geometry, material properties, ground motion and corrosion parameters. Differences in the results obtained when reinforcing steel is subjected to general and pitting corrosion are investigated. The results show that the effect of chloride-induced corrosion cannot be neglected when performing the seismic fragility analysis of RC bridge substructures in marine environments. Additionally, the calculated time-dependent fragility curves indicate that there is a nonlinear accelerated growth of RC column vulnerability along the service life of highway bridges, especially after twenty-five years of exposure to chlorides. This paper presents an improved reinforced concrete steel bar deterioration model that incorporates pitting corrosion and considers the change in after-cracking corrosion rate to assess the time-dependent seismic fragility of RC bridge substructures in marine environments. The proposed deterioration model is applicable for both existing and new RC bridge substructures and could be employed for life-cycle analysis of RC bridge substructures in marine environments. In this paper, the model is implemented to conduct a probabilistic seismic fragility analysis of a three-span continuous box girder bridge accounting for uncertainties in establishing bridge geometry, material properties, ground motion and corrosion parameters. Differences in the results obtained when reinforcing steel is subjected to general and pitting corrosion are investigated. The results show that the effect of chloride-induced corrosion cannot be neglected when performing the seismic fragility analysis of RC bridge substructures in marine environments. Additionally, the calculated time-dependent fragility curves indicate that there is a nonlinear accelerated growth of RC column vulnerability along the service life of highway bridges, especially after twenty-five years of exposure to chlorides. |
| Author | Zhang, Haonan Cui, Fengkun Ghosn, Michel Xu, Yue |
| Author_xml | – sequence: 1 givenname: Fengkun surname: Cui fullname: Cui, Fengkun email: 929599342@qq.com organization: School of Highways, Chang’ an University, Xi’ an, Shaanxi 710064, China – sequence: 2 givenname: Haonan orcidid: 0000-0003-1193-7408 surname: Zhang fullname: Zhang, Haonan organization: School of Highways, Chang’ an University, Xi’ an, Shaanxi 710064, China – sequence: 3 givenname: Michel surname: Ghosn fullname: Ghosn, Michel organization: Department of Civil Engineering, The City College of the City University of New York, New York, NY 10031, USA – sequence: 4 givenname: Yue surname: Xu fullname: Xu, Yue organization: School of Highways, Chang’ an University, Xi’ an, Shaanxi 710064, China |
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| Keywords | Marine environment Probability Corrosion rate Reinforced concrete bridges Seismic fragility Deterioration model |
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| Snippet | •An improved reinforced concrete steel bar deterioration model that incorporates pitting corrosion is proposed.•Change in after-cracking corrosion rate is... This paper presents an improved reinforced concrete steel bar deterioration model that incorporates pitting corrosion and considers the change in... |
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| SubjectTerms | Analysis Box girder bridges Chlorides Continuous bridges Corrosion Corrosion effects Corrosion rate Deterioration Deterioration model Fragility Ground motion Highway bridges Life cycle analysis Marine ecology Marine environment Pitting Pitting (corrosion) Probability Reinforced concrete Reinforced concrete bridges Reinforcing steels Seismic analysis Seismic fragility Service life Steel structures Substructures Time dependence |
| Title | Seismic fragility analysis of deteriorating RC bridge substructures subject to marine chloride-induced corrosion |
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