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[120910] Artykuł:

Reinforcement Corrosion Testing in Concrete and Fiber Reinforced Concrete Specimens Exposed to Aggressive External Factors

Czasopismo: Materials   Tom: 16, Zeszyt: 3, Strony: 1-19
ISSN:  1996-1944
Opublikowano: Styczeń 2023
 
  Autorzy / Redaktorzy / Twórcy
Imię i nazwisko Wydział Katedra Do oświadczenia
nr 3
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Wioletta Raczkiewicz orcid logo WBiAKatedra Budownictwa Betonowego i Geotechniki *Takzaliczony do "N"Inżynieria lądowa, geodezja i transport2947.2146.66  
Magdalena Bacharz orcid logo WBiAKatedra Budownictwa Betonowego i Geotechniki *Takzaliczony do "N"Inżynieria lądowa, geodezja i transport2947.2146.66  
Kamil Bacharz orcid logo WBiAKatedra Budownictwa Betonowego i Geotechniki *Takzaliczony do "N"Inżynieria lądowa, geodezja i transport2845.5846.66  
Michał Teodorczyk Niespoza "N" jednostkiInżynieria lądowa, geodezja i transport14.00.00  

Grupa MNiSW:  Publikacja w czasopismach wymienionych w wykazie ministra MNiSzW (część A)
Punkty MNiSW: 140


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Keywords:

AE method  chloride corrosion  concrete cover  freezethaw cycles  GP method  rebar  steel fibers 



Abstract:

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Open AccessArticle
Reinforcement Corrosion Testing in Concrete and Fiber Reinforced Concrete Specimens Exposed to Aggressive External Factors
by Wioletta Raczkiewicz
1,* [ORCID] , Magdalena Bacharz
1,*, Kamil Bacharz
1,* [ORCID] and Michał Teodorczyk
2
1
Department of Strength of Materials and Building Structures, Faculty of Civil Engineering and Architecture, Kielce University of Technology, 25-314 Kielce, Poland
2
Independent Researcher, 03-193 Warsaw, Poland
*
Authors to whom correspondence should be addressed.
Materials 2023, 16(3), 1174; https://doi.org/10.3390/ma16031174
Received: 18 December 2022 / Revised: 16 January 2023 / Accepted: 20 January 2023 / Published: 30 January 2023
(This article belongs to the Special Issue Corrosion of Materials: Evaluation, Testing, Protection, and Failure Analysis)
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Abstract
One of the leading causes of reinforced concrete degradation is chloride attack. It occurs due to the penetration of chlorides through pores and cracks into the concrete cover. This phenomenon becomes more dangerous if reinforced concrete elements are subjected to cyclic temperature changes. The concrete cover protects against corrosion. This paper presents research, the primary purpose of which was to determine the effect of the addition of steel fibers to concrete on the development of corrosion of the main reinforcement. The tests were carried out on three types of reinforced concrete specimens made of ordinary concrete and concrete with different amounts of steel fibers (0.25% and 0.50%). In order to initiate corrosion processes, specimens were partially submerged in a 3% sodium chloride solution and were subjected to freeze–thaw cycles. The electrochemical polarization galvanostatic pulse method was used for analyzing the reinforcement corrosion activity. Moreover, it was verified whether the corrosion of reinforced concrete elements affects the acoustic emission wave velocity. The addition of steel micro-reinforcement fibers increases the corrosion resistance of reinforced concrete. In addition, a strong linear correlation between the AE wave velocity and the values of the corrosion current density was revealed.