Technical Notes
Feb 8, 2017

Effect of Recycled PVC Fibers from Electronic Waste and Silica Powder on Shear Strength of Concrete

Publication: Journal of Hazardous, Toxic, and Radioactive Waste
Volume 21, Issue 3

Abstract

In this study, the electronic waste (e-waste) from PVC cable outer casing was used as fiber in concrete. Fiber-reinforced concrete was made using e-waste fibers of aspect ratio 35 that were incorporated into the concrete at 0.6, 0.8, and 1%, respectively, with respect to the weight of the cement. Silica powder was added to the fiber-reinforced concrete to make silica fiber reinforced concrete by 10% of a volume of the cement. The shear strength of the e-waste fiber reinforced concrete and e-waste with silica powder fiber-reinforced concrete was studied, and the test results were compared with the normal concrete. The addition of silica powder added to the fiber-reinforced concrete improves the shear strength as compared to the shear strength of fiber-reinforced concrete. The shear strength value of fiber-reinforced concrete was reduced to 25.6%, and silica fiber-reinforced concrete was reduced to 21.5% with respect to the normal concrete shear capacity at maximum 1% addition of fiber. Even though the reduction in strength was observed, the e-waste fibers considerably reduced the brittle behavior of the normal concrete. Thus, the use of e-waste fiber in concrete will help to reduce the solid waste management problem and provide for the new fiber material in future research areas of concrete.

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References

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Published In

Go to Journal of Hazardous, Toxic, and Radioactive Waste
Journal of Hazardous, Toxic, and Radioactive Waste
Volume 21Issue 3July 2017

History

Received: Jul 29, 2016
Accepted: Nov 2, 2016
Published ahead of print: Feb 8, 2017
Published online: Feb 9, 2017
Published in print: Jul 1, 2017
Discussion open until: Jul 9, 2017

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Authors

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Arjun Ramakrishna Kurup [email protected]
Student, School of Mechanical and Building Sciences, VIT Univ., Chennai Campus, Tamil Nadu 600127, India. E-mail: [email protected]
K. Senthil Kumar, Ph.D. [email protected]
Assistant Professor, School of Mechanical and Building Sciences, VIT Univ., Chennai Campus, Tamil Nadu 600127, India (corresponding author). E-mail: [email protected]

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