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This is a Quantitative Study study.

Numerical and theoretical investigations on flexural behavior of two-way RC slabs strengthened with BFRP grid-ECC composites

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This analysis demonstrates FE model accuracy for flexural behavior in two-way RC slabs strengthened with BFRP and ECC.

Flexural capacity increased by 30.2% to 140.2% with enhanced ECC thickness.
The predicted to experimental ultimate load ratio averaged 1.02, showcasing FE model precision.
Parametric studies identified key factors affecting flexural performance in RC slabs.
Design-oriented models were developed to capture ultimate load and moment accurately.

Zhu et al. (2025) studied this question.

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