Paper Title

Evaluation of Behaviour of Rc Square Column Confined with Welded Wire Mesh

Article Identifiers

Registration ID: IJNRD_226026

Published ID: IJNRD2407521

DOI: Click Here to Get

Authors

Rutvik N. Gurav , Dr. Sachin P. Patil

Keywords

Confinement, Deformation, Deflection, Wrapping, Buckling, Ductility.

Abstract

This study aims to investigate the behaviour of reinforced concrete (RC) square columns that are confined with welded wire mesh through a series of experimental tests. The primary objective of this research is to assess the effect of welded wire mesh on the load-carrying capacity, deformation characteristics, and failure modes of these columns. A total twenty-four RC columns were constructed with welded wire mesh confined externally, internally or partially and subjected to axial loading conditions. The experimental setup included the use of universal testing machine (UTM) of 1200 Kn capacity deflection meter compression testing machine (CTM) to monitor deformation patterns, and applied loads. The results indicate that welded wire mesh significantly improves the load-carrying capacity and ductility of RC columns compared to unconfined column. Moreover, the mesh contributes to improved crack control and altered failure modes, demonstrating its effectiveness in providing additional confinement. The study compares the findings with the conventionally reinforced column to validate their accuracy and provides insights into the practical application of welded wire mesh in column design. The study concludes that the load carrying capacity or we can say that axial compressive strength of the column specimen that was confined with welded wire mesh wrapped around the external periphery of the conventional reinforcement (ECC) shows that compressive strength increased by 8.42% than that of other groups CRC, ICC and PCC respectively

How To Cite (APA)

Rutvik N. Gurav & Dr. Sachin P. Patil (July-2024). Evaluation of Behaviour of Rc Square Column Confined with Welded Wire Mesh. INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT, 9(7), g186-g194. https://ijnrd.org/papers/IJNRD2407521.pdf

Issue

Volume 9 Issue 7, July-2024

Pages : g186-g194

Other Publication Details

Paper Reg. ID: IJNRD_226026

Published Paper Id: IJNRD2407521

Downloads: 000121980

Research Area: Civil Engineering 

Country: KOLHAPUR, Maharashtra, India

Published Paper PDF: https://ijnrd.org/papers/IJNRD2407521.pdf

Published Paper URL: https://ijnrd.org/viewpaperforall?paper=IJNRD2407521

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Journal Name: INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT(IJNRD)

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Call For Paper - Volume 10 | Issue 10 | October 2025

IJNRD is a Scholarly Open Access, Peer-reviewed, and Refereed Journal with a High Impact Factor of 8.76 (calculated by Google Scholar & Semantic Scholar | AI-Powered Research Tool). It is a Multidisciplinary, Monthly, Low-Cost Journal that follows UGC CARE 2025 Peer-Reviewed Journal Policy norms, Scopus journal standards, and Transparent Peer Review practices to ensure quality and credibility. IJNRD provides indexing in all major databases & metadata repositories, a citation generator, and Digital Object Identifier (DOI) for every published article with full open-access visibility.

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Important Dates for Current issue

Paper Submission Open For: October 2025

Current Issue: Volume 10 | Issue 10 | October 2025

Impact Factor: 8.76

Last Date for Paper Submission: Till 31-Oct-2025

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