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September 27, 2025Türk doğa ve fen dergisi :/Türk doğa ve fen dergisiOpen Access

Effect of GFRP Anchor on the Performance of Reinforced Concrete Beams to Mitigate The Debonding Failure

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Authors

YSYusuf SümerMZMohamed Nawar ZakourWAWael Mansur Hussien Aldhabir

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Overview

Experimental study shows GFRP anchors improve load capacity and minimize debonding in beams, suggesting optimized geometry enhances bond performance.

Key Points

  • The addition of GFRP anchors significantly increased both load-carrying and displacement capacity of the RC beam.
  • Maximizing anchor width while keeping height lower than width resulted in the greatest performance improvement.
  • Premature debonding was observed during tests, indicating a critical failure mode in GFRP-strengthened beams.
  • A proportional relationship was found between anchor dimensions and structural performance of reinforced concrete beams.

Cite This Study

Sümer et al. (2025) studied this question.

synapsesocial.com/papers/68d7cc6aeebfec0fc5238c35https://doi.org/10.46810/tdfd.1694722
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Also Consider

Synapse has enriched 5 closely related papers on similar clinical questions. Consider them for comparative context:

  1. 1Flexural strengthening of reinforced concrete beams with CFRP laminates and spike anchors2024 · 33 citations
  2. 2Efficiency of anchorage systems for RC beams strengthened in flexure using basalt fiber reinforced polymers2026
  3. 3Flexural Performance of Repaired RC Beams with Grouting and GFRP Sheet Equipped with Anchors2024
  4. 4Enhancing Flexural Resistance in Pre-Damaged RC Beams with Near-Surface Mounted GFRP Bar and Bolt Anchoring System2024 · 10 citations
  5. 5Mitigation of intermediate crack induced debonding of FRP strengthened RC members using FRP spike anchors2026