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Model for practical carbonation depth prediction for high volume fly ash concrete and recycled aggregate concrete

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2019
bitstream_3306.pdf (2.524Mb)
Authors
Carević, Vedran
Ignjatović, Ivan
Dragaš, Jelena
Article (Accepted Version)
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Abstract
The reuse of industrial residue streams such as fly ash (FA) or waste materials such as recycled concrete aggregate (RCA) can be beneficial both from an economic and an ecological point of view. Extensive research, investigating different properties of these concrete types, has been carried out so far. However, durability remains a key property ensuring sustainable application of these materials in the construction sector that still needs more research to be fully understood. The main objective of this study was to evaluate the application of widely used models for carbonation depth prediction—defined for ordinary Portland cement concrete with natural aggregate (NAC)—to high volume FA concrete (HVFAC) and recycled aggregate concrete (RAC). The research presented in this paper was conducted in two steps. First, an experimental programme was designed to provide better understanding of the influence of different CO2 concentrations on the carbonation process kinetics in HVFAC, RAC and NAC.... This was performed using accelerated carbonation tests (CO2 concentrations of 1%, 2%, 4% and 16%) and natural carbonation tests (duration 21 and 48 months). Furthermore, a database of previously published results of HVFAC and NAC carbonation depths was made in order to analyse the application of carbonation depth prediction defined by Tuutti and given in the fib Model Code 2010. It was shown that the existing models, providing the relationship between accelerated test results and natural carbonation depth, are applicable to NAC and RAC but not to HVFAC. Modifications of the above mentioned models were proposed in order to enable a more accurate and reliable prediction of the HVFAC carbonation depth under natural exposure conditions.

Keywords:
fly ash / recycled aggregate / Carbonation CO2 concentration / Accelerated test / Natural test
Source:
Construction and Building Materials, 2019, 213, 194-208
Publisher:
  • Elsevier
Funding / projects:
  • Utilization of by-products and recycled waste materials in concrete composites in the scope of sustainable construction development in Serbia: investigation and environmental assessment of possible applications (RS-36017)

DOI: 10.1016/j.conbuildmat.2019.03.267

ISSN: 0950-0618

WoS: 000471084500018

Scopus: 2-s2.0-85064274350
[ Google Scholar ]
40
23
URI
https://grafar.grf.bg.ac.rs/handle/123456789/1717
Collections
  • Radovi istraživača / Researcher's publications
  • Катедра за материјале и конструкције
Institution/Community
GraFar
TY  - JOUR
AU  - Carević, Vedran
AU  - Ignjatović, Ivan
AU  - Dragaš, Jelena
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1717
AB  - The reuse of industrial residue streams such as fly ash (FA) or waste materials such as recycled concrete aggregate (RCA) can be beneficial both from an economic and an ecological point of view. Extensive research, investigating different properties of these concrete types, has been carried out so far. However, durability remains a key property ensuring sustainable application of these materials in the construction sector that still needs more research to be fully understood. The main objective of this study was to evaluate the application of widely used models for carbonation depth prediction—defined for ordinary Portland cement concrete with natural aggregate (NAC)—to high volume FA concrete (HVFAC) and recycled aggregate concrete (RAC). The research presented in this paper was conducted in two steps. First, an experimental programme was designed to provide better understanding of the influence of different CO2 concentrations on the carbonation process kinetics in HVFAC, RAC and NAC. This was performed using accelerated carbonation tests (CO2 concentrations of 1%, 2%, 4% and 16%) and natural carbonation tests (duration 21 and 48 months). Furthermore, a database of previously published results of HVFAC and NAC carbonation depths was made in order to analyse the application of carbonation depth prediction defined by Tuutti and given in the fib Model Code 2010. It was shown that the existing models, providing the relationship between accelerated test results and natural carbonation depth, are applicable to NAC and RAC but not to HVFAC. Modifications of the above mentioned models were proposed in order to enable a more accurate and reliable prediction of the HVFAC carbonation depth under natural exposure conditions.
PB  - Elsevier
T2  - Construction and Building Materials
T1  - Model for practical carbonation depth prediction for high volume fly ash concrete and recycled aggregate concrete
EP  - 208
SP  - 194
VL  - 213
DO  - 10.1016/j.conbuildmat.2019.03.267
ER  - 
@article{
author = "Carević, Vedran and Ignjatović, Ivan and Dragaš, Jelena",
year = "2019",
abstract = "The reuse of industrial residue streams such as fly ash (FA) or waste materials such as recycled concrete aggregate (RCA) can be beneficial both from an economic and an ecological point of view. Extensive research, investigating different properties of these concrete types, has been carried out so far. However, durability remains a key property ensuring sustainable application of these materials in the construction sector that still needs more research to be fully understood. The main objective of this study was to evaluate the application of widely used models for carbonation depth prediction—defined for ordinary Portland cement concrete with natural aggregate (NAC)—to high volume FA concrete (HVFAC) and recycled aggregate concrete (RAC). The research presented in this paper was conducted in two steps. First, an experimental programme was designed to provide better understanding of the influence of different CO2 concentrations on the carbonation process kinetics in HVFAC, RAC and NAC. This was performed using accelerated carbonation tests (CO2 concentrations of 1%, 2%, 4% and 16%) and natural carbonation tests (duration 21 and 48 months). Furthermore, a database of previously published results of HVFAC and NAC carbonation depths was made in order to analyse the application of carbonation depth prediction defined by Tuutti and given in the fib Model Code 2010. It was shown that the existing models, providing the relationship between accelerated test results and natural carbonation depth, are applicable to NAC and RAC but not to HVFAC. Modifications of the above mentioned models were proposed in order to enable a more accurate and reliable prediction of the HVFAC carbonation depth under natural exposure conditions.",
publisher = "Elsevier",
journal = "Construction and Building Materials",
title = "Model for practical carbonation depth prediction for high volume fly ash concrete and recycled aggregate concrete",
pages = "208-194",
volume = "213",
doi = "10.1016/j.conbuildmat.2019.03.267"
}
Carević, V., Ignjatović, I.,& Dragaš, J.. (2019). Model for practical carbonation depth prediction for high volume fly ash concrete and recycled aggregate concrete. in Construction and Building Materials
Elsevier., 213, 194-208.
https://doi.org/10.1016/j.conbuildmat.2019.03.267
Carević V, Ignjatović I, Dragaš J. Model for practical carbonation depth prediction for high volume fly ash concrete and recycled aggregate concrete. in Construction and Building Materials. 2019;213:194-208.
doi:10.1016/j.conbuildmat.2019.03.267 .
Carević, Vedran, Ignjatović, Ivan, Dragaš, Jelena, "Model for practical carbonation depth prediction for high volume fly ash concrete and recycled aggregate concrete" in Construction and Building Materials, 213 (2019):194-208,
https://doi.org/10.1016/j.conbuildmat.2019.03.267 . .

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