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Extended evaluation of durability-related field inspection data from concrete bridges under service

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F20%3APU139654" target="_blank" >RIV/00216305:26110/20:PU139654 - isvavai.cz</a>

  • Alternative codes found

    RIV/61989100:27120/20:10247074

  • Result on the web

    <a href="https://reader.elsevier.com/reader/sd/pii/S2452321620304637?token=242D4E33AFE881D199BF799773FC91954EA90829C7D75A6C991B9986CAD67C36E89D723E874BBE6A225380254CBD19B9" target="_blank" >https://reader.elsevier.com/reader/sd/pii/S2452321620304637?token=242D4E33AFE881D199BF799773FC91954EA90829C7D75A6C991B9986CAD67C36E89D723E874BBE6A225380254CBD19B9</a>

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Extended evaluation of durability-related field inspection data from concrete bridges under service

  • Original language description

    The paper continues and extends the assessments of the degradation level of reinforced concrete bridges under service in the Czech Republic. The evaluation is based on the in-situ measurements that were performed on the bridges belonging to main roads and motorways. The combined effect of aggressive agents (carbonation and chlorides) related to the risk of corrosion of steel reinforcement was evaluated on drilled concrete core samples. The ratio between the concentrations of Cl– and OH– was evaluated based on the ratio of water-soluble chloride content and pH. All the data were summarized in a statistical manner, and the relationships among resulting data were provided. The main goal of this study is to extend the number of investigated bridges from five bridges to fourteen; the published results from already evaluated highway bridges are complemented by four more main road bridges and five motorway bridges. The focus is given to the non-proportional influence of the chloride content per mass of concrete on the reinforcement corrosion and to localization of the “critical” parts of the bridges affected by corrosion related degradation.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

    <a href="/en/project/GA18-07949S" target="_blank" >GA18-07949S: Probabilistic Modeling of the Durability of Reinforced Concrete Structures Considering Synergic Effect of Carbonation, Chlorides and Mechanical Action</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Others

  • Publication year

    2020

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Article name in the collection

    Procedia Structural Integrity - The 1st Mediterranean Conference on Fracture and Structural Integrity, MedFract1

  • ISBN

  • ISSN

    2452-3216

  • e-ISSN

  • Number of pages

    9

  • Pages from-to

    430-438

  • Publisher name

    Neuveden

  • Place of publication

    neuveden

  • Event location

    Athens

  • Event date

    Feb 26, 2020

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article

    000591520100054