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International Journal of Creative and Open Research in Engineering and Management

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ISSN: 3108-1754 (Online)
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Volume 02, Issue 6

Published on: June 2026

“COMPARATIVE EVALUATION OF EXTERNALLY BONDED AND UNBONDED GFRP COMPOSITES FOR STRENGTHENING CONTINUOUS RC BEAMS”

Santosh

Prof. Ashish shrivas

Civil Engineering Department, Vikrant University, Gwalior, (M.P.) India

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Plagiarism Passed Peer Reviewed Open Access

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Abstract

The application of externally bonded Fiber-Reinforced Polymer (FRP) composites has become a widely accepted technique for strengthening and rehabilitating structural elements in recent years. Compared with conventional strengthening methods, FRP systems offer a cost-efficient and technically effective solution due to their high strength-to-weight ratio, excellent durability, resistance to corrosion, superior fatigue performance, and ease of installation. Furthermore, these systems require minimal modifications to the existing structural geometry.

Although continuous reinforced concrete (RC) beams are extensively used in engineering structures, limited research has been conducted on their strengthening using FRP composites. Therefore, this study presents an experimental investigation of the structural behavior of continuous RC beams subjected to static loading conditions.

The strengthening methods examined include externally bonded Glass Fiber-Reinforced Polymer (GFRP) sheets and unbonded GFRP sheets anchored with a steel-bolt end anchorage system. Six two-span continuous RC beams with dimensions of 150 mm × 250 mm × 2300 mm were tested. All specimens were designed with identical longitudinal and transverse reinforcement details. One beam was left unstrengthened as a control specimen, while the remaining beams were strengthened using different arrangements of bonded GFRP sheets and unbonded GFRP sheets with mechanical anchorage.

The experimental program focused on evaluating the structural performance of the strengthened beams in terms of failure characteristics, load-carrying capacity, and load-deflection response. The results demonstrated that externally bonded GFRP sheets applied to the shear zones significantly improved the shear resistance of the RC beams. In addition, unbonded GFRP sheets with end anchorage enhanced crack control performance by postponing the initiation of visible cracks and reducing crack widths under increased loading levels.

Keywords: Fiber-Reinforced Polymer (FRP), Glass Fiber-Reinforced Polymer (GFRP), Structural Strengthening, Load-Deflection Behavior, Shear Strength, Crack Control, Corrosion Resistance.

How to Cite this Paper

Santosh, (2026). “Comparative Evaluation of Externally Bonded and Unbonded GFRP Composites for Strengthening Continuous RC Beams”. International Journal of Creative and Open Research in Engineering and Management, <i>02</i>(6). https://doi.org/10.55041/ijcope.v2i6.357

Santosh, . "“Comparative Evaluation of Externally Bonded and Unbonded GFRP Composites for Strengthening Continuous RC Beams”." International Journal of Creative and Open Research in Engineering and Management, vol. 02, no. 6, 2026, pp. . doi:https://doi.org/10.55041/ijcope.v2i6.357.

Santosh, . "“Comparative Evaluation of Externally Bonded and Unbonded GFRP Composites for Strengthening Continuous RC Beams”." International Journal of Creative and Open Research in Engineering and Management 02, no. 6 (2026). https://doi.org/https://doi.org/10.55041/ijcope.v2i6.357.

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  • Published on: Jun 27 2026
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