Experimental and Numerical Evaluation of SCC Concrete Durability Related to Ingress of Chlorides

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F18%3A10239143" target="_blank" >RIV/61989100:27120/18:10239143 - isvavai.cz</a>
Result on the web
<a href="https://aip.scitation.org/doi/abs/10.1063/1.5043803" target="_blank" >https://aip.scitation.org/doi/abs/10.1063/1.5043803</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1063/1.5043803" target="_blank" >10.1063/1.5043803</a>

Result language
angličtina
Original language name
Experimental and Numerical Evaluation of SCC Concrete Durability Related to Ingress of Chlorides
Original language description
The article focuses on the sample chloride ingress induced corrosion initiation evaluation of the traditional and self-compacting concrete. Surface electrical resistivity measurements is used as material parameter related to the diffusion coefficient. The presented calculations and results are part of a campaign that includes also steel fibers reinforced concrete however the effect of fibers is not covered herein due to long term experiments. The input parameters for the time-dependent diffusion coefficient model are presented. The time to onset of corrosion including the effect of delay of chloride concentration load and the aging effect is evaluated.
Czech name
—
Czech description
—

Publication year
2018
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Similar results(10)