Table 7 The experimental vs predicted values using the modified Shamseldein Equation.

From: Flexural strengthening of RC beams using basalt textile reinforced mortar: experimental and analytical investigation

No

Code

Experimental gain in strength (%)

Predicted gain in strength (%)

Experimental/Predicted

1

M34-3

15

17

0.88

2

M34-5

15

26

0.58

3

M34-5-A

11

26

0.42

4

M5-8

13

12

1.08

Average

0.74

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