Reinforcement Steel Corrosion Reduction by Using Fly Ash from South Baghdad Power Plant

Corrosion- induced damage in reinforced concrete structure such as bridges, parking garages, and buildings, and the related cost for maintaining them in a serviceable condition, is a source of major concern for the owners of these structures. Fly ash produced from south Baghdad power plant with dif...

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Main Authors: Amel S. Merzah, Huda N. Kalifa, Taha H. Abood, Ishraq Abdulkarim
Format: Article
Language:English
Published: University of Baghdad/College of Engineering 2013-03-01
Series:Iraqi Journal of Chemical and Petroleum Engineering
Online Access:http://ijcpe.uobaghdad.edu.iq/index.php/ijcpe/article/view/303
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spelling doaj-fabee94639aa4e958919dc9ee6d203792020-11-25T01:34:32ZengUniversity of Baghdad/College of EngineeringIraqi Journal of Chemical and Petroleum Engineering1997-48842618-07072013-03-01141Reinforcement Steel Corrosion Reduction by Using Fly Ash from South Baghdad Power PlantAmel S. MerzahHuda N. KalifaTaha H. AboodIshraq Abdulkarim Corrosion- induced damage in reinforced concrete structure such as bridges, parking garages, and buildings, and the related cost for maintaining them in a serviceable condition, is a source of major concern for the owners of these structures. Fly ash produced from south Baghdad power plant with different concentrations (20, 25 and 30) % by weight from the cement ratio were used as a corrosion inhibitor as a weight ratio from the cement content. The concrete batch ratio under study was (1:1.5:3) cement, sand and gravel respectively which is used in Iraq. All the raw materials used were locally manufactured. Concrete slabs (250x250x70) mm dimensions were casted, using Poly-wood molds. Two steel bars were embedded in the central position of each slab at the mid- height (about 35 mm), with a space of 100 mm between each other. A 16 concrete slabs were prepared (0, 20, 25 and 30) wt. % of fly ash. The specimens were partially immersed in 3.5 wt. % NaCl solution in order to predict the corrosion. Half-cell potential test technique was used to estimate the corrosion rate which is occurred in the steel bar due to the migration of chloride ions through the concrete, depending on the ASTM C876-08. The result shows that the potential values of steel in concrete were shifts to the positive direction with increasing the percentage of fly ash, because the reduction of porosity by the addition of fly ash which fill the pores and inhibit the chloride ions to reach to steel. The results also show that the further increase of fly ash (30%) the possibility of carbonation is increased which result in reduction its alkalinity, thereby permitting corrosion of embedded steel. http://ijcpe.uobaghdad.edu.iq/index.php/ijcpe/article/view/303
collection DOAJ
language English
format Article
sources DOAJ
author Amel S. Merzah
Huda N. Kalifa
Taha H. Abood
Ishraq Abdulkarim
spellingShingle Amel S. Merzah
Huda N. Kalifa
Taha H. Abood
Ishraq Abdulkarim
Reinforcement Steel Corrosion Reduction by Using Fly Ash from South Baghdad Power Plant
Iraqi Journal of Chemical and Petroleum Engineering
author_facet Amel S. Merzah
Huda N. Kalifa
Taha H. Abood
Ishraq Abdulkarim
author_sort Amel S. Merzah
title Reinforcement Steel Corrosion Reduction by Using Fly Ash from South Baghdad Power Plant
title_short Reinforcement Steel Corrosion Reduction by Using Fly Ash from South Baghdad Power Plant
title_full Reinforcement Steel Corrosion Reduction by Using Fly Ash from South Baghdad Power Plant
title_fullStr Reinforcement Steel Corrosion Reduction by Using Fly Ash from South Baghdad Power Plant
title_full_unstemmed Reinforcement Steel Corrosion Reduction by Using Fly Ash from South Baghdad Power Plant
title_sort reinforcement steel corrosion reduction by using fly ash from south baghdad power plant
publisher University of Baghdad/College of Engineering
series Iraqi Journal of Chemical and Petroleum Engineering
issn 1997-4884
2618-0707
publishDate 2013-03-01
description Corrosion- induced damage in reinforced concrete structure such as bridges, parking garages, and buildings, and the related cost for maintaining them in a serviceable condition, is a source of major concern for the owners of these structures. Fly ash produced from south Baghdad power plant with different concentrations (20, 25 and 30) % by weight from the cement ratio were used as a corrosion inhibitor as a weight ratio from the cement content. The concrete batch ratio under study was (1:1.5:3) cement, sand and gravel respectively which is used in Iraq. All the raw materials used were locally manufactured. Concrete slabs (250x250x70) mm dimensions were casted, using Poly-wood molds. Two steel bars were embedded in the central position of each slab at the mid- height (about 35 mm), with a space of 100 mm between each other. A 16 concrete slabs were prepared (0, 20, 25 and 30) wt. % of fly ash. The specimens were partially immersed in 3.5 wt. % NaCl solution in order to predict the corrosion. Half-cell potential test technique was used to estimate the corrosion rate which is occurred in the steel bar due to the migration of chloride ions through the concrete, depending on the ASTM C876-08. The result shows that the potential values of steel in concrete were shifts to the positive direction with increasing the percentage of fly ash, because the reduction of porosity by the addition of fly ash which fill the pores and inhibit the chloride ions to reach to steel. The results also show that the further increase of fly ash (30%) the possibility of carbonation is increased which result in reduction its alkalinity, thereby permitting corrosion of embedded steel.
url http://ijcpe.uobaghdad.edu.iq/index.php/ijcpe/article/view/303
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