Affiliations 

  • 1 School of Civil and Mechanical Engineering, Curtin University, Bentley, Perth 6102, Australia. weile.tang@postgrad.curtin.edu.au
  • 2 Department of Architectural Engineering, Hanyang University, 1271 Sa3-dong, Sangrok-gu, Ansan 15588, Korea. ercleehs@hanyang.ac.kr
  • 3 School of Civil and Mechanical Engineering, Curtin University, Bentley, Perth 6102, Australia. V.Vimonsatit@curtin.edu.au
  • 4 School of Civil and Mechanical Engineering, Curtin University, Bentley, Perth 6102, Australia. trevor.htut@curtin.edu.au
  • 5 Department of Architectural Engineering, Hanyang University, 1271 Sa3-dong, Sangrok-gu, Ansan 15588, Korea. jk200386@hanyang.ac.kr
  • 6 Department of Civil and Construction Engineering, Faculty of Engineering and Science, Curtin University Malaysia, Miri 98000, Sarawak, Malaysia. wannurfirdaus@postgrad.curtin.edu.my
  • 7 Department of Civil and Construction Engineering, Faculty of Engineering and Science, Curtin University Malaysia, Miri 98000, Sarawak, Malaysia. mohamed.ismail@vip.henu.edu.cn
  • 8 Centre of Excellence for Research in Engineering Materials, King Saud University, P.O. Box 800, Riyadh 11421, Saudi Arabia. aseikh@ksu.edu.sa
  • 9 Centre of Excellence for Research in Engineering Materials, King Saud University, P.O. Box 800, Riyadh 11421, Saudi Arabia. alharthy@ksu.edu.sa
Materials (Basel), 2019 Jan 03;12(1).
PMID: 30609786 DOI: 10.3390/ma12010130

Abstract

The carbonation rate of reinforced concrete is influenced by three parameters, namely temperature, relative humidity, and concentration of carbon dioxide (CO₂) in the surroundings. As knowledge of the service lifespan of reinforced concrete is crucial in terms of corrosion, the carbonation process is important to study, and high-performance durable reinforced concretes can be produced to prolong the effects of corrosion. To examine carbonation resistance, accelerated carbonation testing was conducted in accordance with the standards of BS 1881-210:2013. In this study, 10⁻30% of micro palm oil fuel ash (mPOFA) and 0.5⁻1.5% of nano-POFA (nPOFA) were incorporated into concrete mixtures to determine the optimum amount for achieving the highest carbonation resistance after 28 days water curing and accelerated CO₂ conditions up to 70 days of exposure. The effect of carbonation on concrete specimens with the inclusion of mPOFA and nPOFA was investigated. The carbonation depth was identified by phenolphthalein solution. The highest carbonation resistance of concrete was found after the inclusion of 10% mPOFA and 0.5% nPOFA, while the lowest carbonation resistance was found after the inclusion of 30% mPOFA and 1.5% nPOFA.

* Title and MeSH Headings from MEDLINE®/PubMed®, a database of the U.S. National Library of Medicine.