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ArticlePeer ReviewedOpen AccessPlagiarism Passed
Paper ID:IJSREM42851

Retrofitting of reinforced concrete beams using self-compacting concrete as jacketing material: A state-of-the-art review

Stream/Area:

-

Subject:

-

Paper ID:

IJSREM42851

Volume:

9 |

3 |

Mar 2025

Pages:

Publication Frequency:

Monthly (12 issues per year)

DOI
Digital Object Identifier
10.55041/IJSREM42851

License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.

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Authors

AV

Ankur Verma1

MB

Mahesh Babu2

RB

Rajesh Bhargava2

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Abstract

In this paper, the overall review about the change in strength parameters and ductility behaviour of reinforced concrete beams is discussed when reinforced concrete beams are strengthened with self-compacting concrete jacketing. The purpose of self-compacting concrete jacketing is to increase the strength of existing structural members to strengthen the damaged structural members or due to increase in service load on structural members. Various reasons causing damage to structural members are design errors, faulty construction, earthquakes, accidents, fire etc. Self-compacting concrete jacketing is used for repair and rehabilitation of damaged structural members. The discussion includes effectiveness of self-compacting concrete as jacketing material for overall enhancement of structural members.

KEYWORDS

Retrofitting Jacketing Reinforced Self-Compacting Concrete Fibre Reinforced self-compacting concrete Steel wire mesh corresponding author (e-mail: ankurverma2019@gmail

Cite This Article

Ankur Verma1, Mahesh Babu2, Rajesh Bhargava2, "Retrofitting of reinforced concrete beams using self-compacting concrete as jacketing material: A state-of-the-art review," International Journal of Scientific Research in Engineering and Management, vol. 9, no. 3, Mar 2025. https://doi.org/10.55041/IJSREM42851

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Publication Date

3/24/2025

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Double-Blind Peer Review

Review Rounds: 2

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