Effect of Alkali Resistant Glass Fiber on Performance of Cement Concrete A Review of Experimental Investigations
Ajmal Paktiawal1, Mehtab Alam2

1Ajmal Paktiawal*, Department of Civil Engineering, Jamia Millia Islamia, New Delhi, India.
2Mehtab Alam, Department of Civil Engineering, Jamia Millia Islamia, New Delhi, India.

Manuscript received on May 25, 2020. | Revised Manuscript received on June 29, 2020. | Manuscript published on July 30, 2020. | PP: 933-950 | Volume-9 Issue-2, July 2020. | Retrieval Number: B3911079220/2020©BEIESP | DOI: 10.35940/ijrte.B3911.079220
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)

Abstract: Cement concrete, a universally accepted construction material is enough strong in compression but weak in tension with limited ductility and therefore its resistance to cracking is low attributed to the inherent presence of micro-internal cracks. In order to improve its resistance to cracking, and post peak response, alkali-resistant glass fiber (ARGF) as an additive is one of the options. This is added in certain percentage during mixing and the concrete is generally called alkali-resistant glass fiber reinforced concrete (ARGFRC). This paper presents review of the experimental research works carried out on use of type with regards to aspect ratio and quantity of ARGF in cement concrete. Type and quantity both influence the properties of fresh and hardened ARGFRC. The dosage effect with quantity of the fiber on fresh concrete such as workability, and mechanical performance, seismic vulnerability evaluation, microstructural analysis, durability aspects on hardened concrete have been reviewed. It is found that alkali-resistant glass fiber together with silica fume can be utilized to enhance the toughness and load carrying capacity and improve the stiffness of the composite concrete.
Keywords: Alkali Resistant Glass Fiber; Alkali Resistant Glass Fiber Reinforced Concrete; Durability; Microstructural analysis; Admixture.