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Study of the Flexural Property of Beam Strengthened by Textile‐Reinforced Concrete

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Investigation reveals improved bending resistance and shear stress dynamics in TRC-strengthened beams.

TRC layers significantly improve bending resistance and delay crack propagation in concrete beams.
Using one to four reinforcement layers enhances the antibending properties and resistance to shear stress.
The study found that surface treatment methods are crucial for bonding capability between the beam and TRC.
Theoretical calculations align closely with experimental results, validating the prediction models for flexural performance.

Zhi et al. (2025) studied this question.

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