International Journal For Multidisciplinary Research

E-ISSN: 2582-2160   •   Impact Factor: 9.24

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Influence of FRP strengthening on Structural Performance of shear deficient RC Beams with varying Degree of Corrosion

Author(s) Arjun Hari, Jayalekshmi S, Safrin Saif, Preetha Prabhakaran
Country India
Abstract Corrosion of beams, particularly in structural applications such as bridges, buildings, or other infrastructure, can lead to significant safety hazards and structural integrity concerns. The corrosion of beams can occur due to various environmental factors and conditions, and the type of corrosion can vary depending on the specific circumstances. This paper investigates the structural behaviour of shear-deficient reinforced concrete (RC) beams by characterizing material properties, assessing compressive strength, and casting beams designed to exhibit shear deficiencies. The study explores the effects of inducing varying degrees of corrosion through accelerated corrosion techniques, followed by the application of Carbon Fiber Reinforced Polymer (CFRP) sheets for strengthening. The structural performance of corroded shear deficient RC beams are evaluated before and after FRP strengthening
Keywords Shear deficient , CFRP sheets , Pre cracking, Energy ductility
Field Engineering
Published In Volume 6, Issue 2, March-April 2024
Published On 2024-04-30
Cite This Influence of FRP strengthening on Structural Performance of shear deficient RC Beams with varying Degree of Corrosion - Arjun Hari, Jayalekshmi S, Safrin Saif, Preetha Prabhakaran - IJFMR Volume 6, Issue 2, March-April 2024. DOI 10.36948/ijfmr.2024.v06i02.19062
DOI https://doi.org/10.36948/ijfmr.2024.v06i02.19062
Short DOI https://doi.org/gts4q5
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E-ISSN 2582-2160
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