Effect of cracking and randomness of inputs on corrosion initiation of reinforced concrete bridge decks exposed to chlorides
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F17%3A86098767" target="_blank" >RIV/61989100:27120/17:86098767 - isvavai.cz</a>
Result on the web
<a href="http://www.fracturae.com/index.php/fis/article/view/IGF-ESIS.39.04/1842" target="_blank" >http://www.fracturae.com/index.php/fis/article/view/IGF-ESIS.39.04/1842</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.3221/IGF-ESIS.39.04" target="_blank" >10.3221/IGF-ESIS.39.04</a>
Alternative languages
Result language
angličtina
Original language name
Effect of cracking and randomness of inputs on corrosion initiation of reinforced concrete bridge decks exposed to chlorides
Original language description
The paper is aimed at the indicative evaluation of the effect of random scatter of input parameters in case of durability of reinforced concrete bridge deck. The time to onset of corrosion of steel reinforcement of concrete bridge deck exposed to chloride is evaluated. The effect of cracking in concrete onto chloride ingress is considered. The selected steel reinforcement protection strategies are: unprotected steel reinforcement, epoxy-coated steel reinforcement and water-proof barrier bellow asphalt overlay. The preliminary model for damage effect on chloride ion ingress through water proof membrane under penetrable asphalt overlay is used. 2-D finite element chloride ingress model is combined with Monte Carlo simulation technique. The innovative crack effect modeling via highly penetrable elements is applied. Deterministic and probabilistic calculations are compared. © 2017 This is an open access article under the terms of the CC-BY 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
Czech name
—
Czech description
—
Classification
Type
J<sub>SC</sub> - Article in a specialist periodical, which is included in the SCOPUS database
CEP classification
—
OECD FORD branch
20102 - Construction engineering, Municipal and structural engineering
Result continuities
Project
—
Continuities
V - Vyzkumna aktivita podporovana z jinych verejnych zdroju
Others
Publication year
2017
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
Frattura ed Integrita Strutturale
ISSN
1971-8993
e-ISSN
—
Volume of the periodical
11
Issue of the periodical within the volume
39
Country of publishing house
IT - ITALY
Number of pages
9
Pages from-to
29-37
UT code for WoS article
—
EID of the result in the Scopus database
2-s2.0-85007442948