Extended evaluation of durability-related field inspection data from concrete bridges under service
Identifikátory výsledku
Kód výsledku v 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>
Nalezeny alternativní kódy
RIV/61989100:27120/20:10247074
Výsledek na webu
<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
—
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Extended evaluation of durability-related field inspection data from concrete bridges under service
Popis výsledku v původním jazyce
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.
Název v anglickém jazyce
Extended evaluation of durability-related field inspection data from concrete bridges under service
Popis výsledku anglicky
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.
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
—
OECD FORD obor
20101 - Civil engineering
Návaznosti výsledku
Projekt
<a href="/cs/project/GA18-07949S" target="_blank" >GA18-07949S: Pravděpodobnostní modelování trvanlivosti železobetonových konstrukcí s uvážením spolupůsobení karbonatace, chloridů a mechanického zatížení</a><br>
Návaznosti
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Ostatní
Rok uplatnění
2020
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název statě ve sborníku
Procedia Structural Integrity - The 1st Mediterranean Conference on Fracture and Structural Integrity, MedFract1
ISBN
—
ISSN
2452-3216
e-ISSN
—
Počet stran výsledku
9
Strana od-do
430-438
Název nakladatele
Neuveden
Místo vydání
neuveden
Místo konání akce
Athens
Datum konání akce
26. 2. 2020
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
000591520100054