Service Life Prediction of Concretes Incorporated with Fly Ash and Alccofine with respect to Chloride Ion Penetration

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Year : April 22, 2024 at 2:02 pm | [if 1553 equals=””] Volume : [else] Volume :[/if 1553] | [if 424 equals=”Regular Issue”]Issue[/if 424][if 424 equals=”Special Issue”]Special Issue[/if 424] [if 424 equals=”Conference”][/if 424] : | Page : –

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    P. Sree Pavan, Dr. B. Kameswara Rao, Dharma Raj Upadhyaya

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  1. PG Student, Professor, PG Student, Department of Civil Engineering, KLEF University, Department of Civil Engineering, KLEF University, Department of Civil Engineering, KLEF University, Andhra Pradesh, Andhra Pradesh, Andhra Pradesh, India, India, India
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Abstract

nChloride-induced corrosion poses a significant threat to the degradation of reinforced concrete structures, especially in extreme environments such as marine and industrial exposure conditions, where the damage can be particularly severe. This study provides an experimental investigation utilizing three distinct water-binder ratios (0.3, 0.4, and 0.5) applied to three types of concrete mixtures: conventional concrete, concrete blended with 40% fly ash, and concrete blended with 40% fly ash and 2% alccofine as a replacement by weight of total cementitious materials. The primary objective is to assess the impact of these variations on critical performance indicators, including chloride ion penetration at various depths, surface chloride ion concentration, chloride diffusion coefficient, and compressive strength. By comparing specified properties across different concrete compositions, the study seeks to clarify the importance of these supplementary materials in mitigating chloride-induced corrosion. Particularly noteworthy is the evaluation of chloride ion penetration at various depths and the determination of surface chloride ion concentration and diffusion coefficient, contributing to an understanding of the performance of these concrete mixtures. The concrete incorporating fly ash and alccofine shows a good result in improving compressive strength and the resistance of chloride ion diffusivity for the water-to-binder ratio of 0.3.

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Keywords: Chloride-induced corrosion, chloride diffusion coefficient, Fly ash, Alccofine, Service life prediction

n[if 424 equals=”Regular Issue”][This article belongs to Journal of Polymer and Composites(jopc)]

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[/if 424][if 424 equals=”Special Issue”][This article belongs to Special Issue under section in Journal of Polymer and Composites(jopc)][/if 424][if 424 equals=”Conference”]This article belongs to Conference [/if 424]

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How to cite this article: P. Sree Pavan, Dr. B. Kameswara Rao, Dharma Raj Upadhyaya , Service Life Prediction of Concretes Incorporated with Fly Ash and Alccofine with respect to Chloride Ion Penetration jopc April 22, 2024; :-

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How to cite this URL: P. Sree Pavan, Dr. B. Kameswara Rao, Dharma Raj Upadhyaya , Service Life Prediction of Concretes Incorporated with Fly Ash and Alccofine with respect to Chloride Ion Penetration jopc April 22, 2024 {cited April 22, 2024};:-. Available from: https://journals.stmjournals.com/jopc/article=April 22, 2024/view=0

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[if 424 not_equal=””][else]Ahead of Print[/if 424] Open Access Original Research

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Journal of Polymer and Composites

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[if 344 not_equal=””]ISSN: 2321–2810[/if 344]

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Volume
[if 424 equals=”Regular Issue”]Issue[/if 424][if 424 equals=”Special Issue”]Special Issue[/if 424] [if 424 equals=”Conference”][/if 424]
Received February 9, 2024
Accepted March 6, 2024
Published April 22, 2024

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