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fe decrease » _ decrease (Expand Search)
eb decrease » _ decrease (Expand Search)
i decrease » _ decrease (Expand Search), _ decreased (Expand Search), _ decreases (Expand Search)
10 i » 1 i (Expand Search), 10 _ (Expand Search), 16 i (Expand Search)
_ fe » _ e (Expand Search)
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Experimental and numerical investigation of the flexural behavior of one-way RC slabs strengthened with near-surface mounted and externally bonded systems
Published 2024“…The experimental-to-numerical ratios of the ultimate load ranged between 1.0 and 1.08 for the NSM-strengthened slabs and between 0.98 and 1.38 for the EB-strengthened slabs. …”
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