Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Miscellanea Vol. 11, No. 39 (2017)

Effect of cracking and randomness of inputs on corrosion initiation of reinforced concrete bridge decks exposed to chlorides

Author and affiliation details
DOI
10.3221/IGF-ESIS.39.04
Pages
Pages 29-37
Published
Published inVol. 11, No. 39 (2017)Go to the issue

Abstract

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.

Keywords

Article history

  1. ReceivedUntil the next stage: 0 days
  2. AcceptedUntil the next stage: 0 days
  3. Published

How to cite

APA

Konecny, P., & Lehner, P. (2016). Effect of cracking and randomness of inputs on corrosion initiation of reinforced concrete bridge decks exposed to chlorides. Fracture and Structural Integrity, 11(39), Pages 29–37. https://doi.org/10.3221/IGF-ESIS.39.04

IEEE

P. Konecny and P. Lehner, “Effect of cracking and randomness of inputs on corrosion initiation of reinforced concrete bridge decks exposed to chlorides,” Fracture and Structural Integrity, vol. 11, no. 39, pp. Pages 29–37, 2016, doi: 10.3221/IGF-ESIS.39.04.

MLA

Konecny, P., and P. Lehner. “Effect of cracking and randomness of inputs on corrosion initiation of reinforced concrete bridge decks exposed to chlorides.” Fracture and Structural Integrity, vol. 11, no. 39, 2016, pp. Pages 29–37. https://doi.org/10.3221/IGF-ESIS.39.04.

Chicago

Konecny, P., and P. Lehner. 2016. “Effect of cracking and randomness of inputs on corrosion initiation of reinforced concrete bridge decks exposed to chlorides.” Fracture and Structural Integrity 11 (39): Pages 29–37. https://doi.org/10.3221/IGF-ESIS.39.04.

Harvard

Konecny, P. and Lehner, P. (2016) ‘Effect of cracking and randomness of inputs on corrosion initiation of reinforced concrete bridge decks exposed to chlorides’, Fracture and Structural Integrity, 11(39), pp. Pages 29–37. doi: 10.3221/IGF-ESIS.39.04.

Vancouver

Konecny P, Lehner P. Effect of cracking and randomness of inputs on corrosion initiation of reinforced concrete bridge decks exposed to chlorides. Fracture and Structural Integrity. 2016;11(39):Pages 29-37. doi:10.3221/IGF-ESIS.39.04

BibTeX

@article{konecny2016, author = {Konecny, P. and Lehner, P.}, title = {Effect of cracking and randomness of inputs on corrosion initiation of reinforced concrete bridge decks exposed to chlorides}, journal = {Fracture and Structural Integrity}, year = {2016}, volume = {11}, number = {39}, pages = {Pages 29--37}, doi = {10.3221/IGF-ESIS.39.04}, url = {https://doi.org/10.3221/IGF-ESIS.39.04}, issn = {1971-8993} }

RIS

TY - JOUR AU - Konecny, P. AU - Lehner, P. TI - Effect of cracking and randomness of inputs on corrosion initiation of reinforced concrete bridge decks exposed to chlorides JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2016 DA - 2016/12/15 VL - 11 IS - 39 SP - Pages 29 EP - 37 DO - 10.3221/IGF-ESIS.39.04 UR - https://doi.org/10.3221/IGF-ESIS.39.04 SN - 1971-8993 ER -

Licence

Copyright © 2016 Fracture and Structural Integrity.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

Open Access Statement

Fracture and Structural Integrity (F&SI) is an open-access journal which means that all content is freely available without charge to the user or his/her institution. Users are allowed to read, download, copy, distribute, print, search, or link to the full texts of the articles in this journal without asking prior permission from the publisher or the author. This is in accordance with the DOAI definition of open access.

F&SI operates under the Creative Commons Licence Attribution 4.0 International (CC-BY 4.0). This allows to copy and redistribute the material in any medium or format, to remix, transform and build upon the material for any purpose, even commercially, but giving appropriate credit, providing a link to the license, and indicating if changes were made.

Similar articles

Most read articles by the same author(s)