Behavior of RC columns with waste plastic and various configuration of steel bars

Abstract Plastics are low cost, lightweight, and many uses material. As result, increase in plastic led to the environmental pollution. So, this incited the researchers to use the plastic in concrete to produce sustainable concrete. In this paper, experimental work was presented to investigate the behavior of columns with and without waste fibers polyethylene terephthalate under axial load. These columns were divided into three groups depended on ratio of fiber 0%, 0.5%, and 1% and configuration of steel bars. Some mechanical properties of concrete were tested. Main results obtained fiber inclusion resulted in an improvement in splitting and a decrease in compressive strength. Results also showed an improvement in crack load for columns when adding fiber, which reached the highest percentage about 45.79%.

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Publication Details

Journal
Pollack Periodica
Published
2025-04-08
DOI
https://doi.org/10.1556/606.2024.01230
Citations
2
Primary Topic
Structural Behavior of Reinforced Concrete
Type
article
Field-Weighted Citation Impact
2.01
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article

Behavior of RC columns with waste plastic and various configuration of steel bars

Zainab M. R. Abdul Rasoul, Mushtaq Sadiq Radhi, Israa Hasan Nayel, Waleed Khaleel Nayel
2 citations
Pollack Periodica
Structural Behavior of Reinforced Concrete
2.01
article

Behavior of RC columns with waste plastic and various configuration of steel bars

Zainab M. R. Abdul Rasoul, Mushtaq Sadiq Radhi, Israa Hasan Nayel, Waleed Khaleel Nayel
article en
2 citations

Abstract

Abstract Plastics are low cost, lightweight, and many uses material. As result, increase in plastic led to the environmental pollution. So, this incited the researchers to use the plastic in concrete to produce sustainable concrete. In this paper, experimental work was presented to investigate the behavior of columns with and without waste fibers polyethylene terephthalate under axial load. These columns were divided into three groups depended on ratio of fiber 0%, 0.5%, and 1% and configuration of steel bars. Some mechanical properties of concrete were tested. Main results obtained fiber inclusion resulted in an improvement in splitting and a decrease in compressive strength. Results also showed an improvement in crack load for columns when adding fiber, which reached the highest percentage about 45.79%.

Pollack PeriodicaVol. 20(2)
University of Kerbala (IQ)
Openalex Percentile: Top 15%
Structural Behavior of Reinforced Concrete
2.01
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