Detail publikace

fib models for modeling of chloride ion ingress and concrete carbonation: Levels of assessment of input parameters

ŠOMODÍKOVÁ, M. STRAUSS, A. ZAMBON, I.

Originální název

fib models for modeling of chloride ion ingress and concrete carbonation: Levels of assessment of input parameters

Typ

článek v časopise ve Web of Science, Jimp

Jazyk

angličtina

Originální abstrakt

Degradation processes affecting structural materials, such as chloride ion ingress, concrete carbonation, and the subsequent corrosion of reinforcement, are limiting factors for the service life of reinforced concrete structures and/or structural elements. The objective of a structural condition assessment is to determine the current state and estimate the future performance of a structure with a maximum degree of accuracy and a minimum of effort. There is therefore a need for advanced methodologies and predictive deterioration models for the assessment of structures/structural elements over time. In the paper, the focus is on the widely accepted models for modeling of chloride ion ingress into concrete and concrete carbonation process incorporated in the fib Model Code 2010. Three levels of assessment of input parameters are presented, starting with simple quantification based on codes/literature recommendations and progressing to higher levels of assessment using design documentation and visual inspection data, additional on-site measurements, and/or laboratory tests.

Klíčová slova

chloride ion ingress, concrete carbonation, fib model code 2010, levels of assessment

Autoři

ŠOMODÍKOVÁ, M.; STRAUSS, A.; ZAMBON, I.

Vydáno

1. 8. 2020

Nakladatel

Wiley-Blackwell

ISSN

1464-4177

Periodikum

Structural Concrete

Ročník

21

Číslo

4

Stát

Spolková republika Německo

Strany od

1377

Strany do

1384

Strany počet

8

URL

Plný text v Digitální knihovně

BibTex

@article{BUT169747,
  author="Martina {Sadílková Šomodíková} and Alfred {Strauss} and Ivan {Zambon}",
  title="fib models for modeling of chloride ion ingress and concrete carbonation: Levels of assessment of input parameters",
  journal="Structural Concrete",
  year="2020",
  volume="21",
  number="4",
  pages="1377--1384",
  doi="10.1002/suco.201900401",
  issn="1464-4177",
  url="https://onlinelibrary.wiley.com/doi/abs/10.1002/suco.201900401"
}