Mitigation of chloride induced corrosion in reinforced concrete structures and its modeling

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F21%3A00356218" target="_blank" >RIV/68407700:21110/21:00356218 - isvavai.cz</a>

Výsledek na webu

<a href="https://doi.org/10.2478/kom-2021-0010" target="_blank" >https://doi.org/10.2478/kom-2021-0010</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.2478/kom-2021-0010" target="_blank" >10.2478/kom-2021-0010</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Mitigation of chloride induced corrosion in reinforced concrete structures and its modeling

Popis výsledku v původním jazyce

The paper is primarily focused on the description of trans- -port of harmful species in concrete such as chlorides on one side and transport of corrosion inhibitors and nanoparticles used to diminish corrosion of steel reinforcement or seal the microstructure of concrete on the other side. The studied processes are helpful in reverting the chloride induced corrosion of the reinforcement in reinforced concrete structures. The transport mechanisms are summarized with the emphasis on their mathematical description and numerical solution. The paper shows modeling results of the processes including a comparison with experimental data on several typical examples. The efficiency of the methods is shown supported by experimental and numerical results. A good correlation of the models with experiments is achieved.

Název v anglickém jazyce

Mitigation of chloride induced corrosion in reinforced concrete structures and its modeling

Popis výsledku anglicky

The paper is primarily focused on the description of trans- -port of harmful species in concrete such as chlorides on one side and transport of corrosion inhibitors and nanoparticles used to diminish corrosion of steel reinforcement or seal the microstructure of concrete on the other side. The studied processes are helpful in reverting the chloride induced corrosion of the reinforcement in reinforced concrete structures. The transport mechanisms are summarized with the emphasis on their mathematical description and numerical solution. The paper shows modeling results of the processes including a comparison with experimental data on several typical examples. The efficiency of the methods is shown supported by experimental and numerical results. A good correlation of the models with experiments is achieved.

Druh

J_SC - Článek v periodiku v databázi SCOPUS

CEP obor

—

OECD FORD obor

20101 - Civil engineering

Projekt

<a href="/cs/project/GA21-11965S" target="_blank" >GA21-11965S: Výzkum mikrostruktury a simulace sdružených fyzikálních polí v betonu při elektromigračním léčení</a><br>

Návaznosti

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

Rok uplatnění

2021

Kód důvěrnosti údajů

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

Název periodika

Koroze a ochrana materiálu

ISSN

1804-1213

e-ISSN

1804-1213

Svazek periodika

65

Číslo periodika v rámci svazku

3

Stát vydavatele periodika

CZ - Česká republika

Počet stran výsledku

7

Strana od-do

79-85

Kód UT WoS článku

—

EID výsledku v databázi Scopus

2-s2.0-85123866291