Table 5 Comparison between the predicted and the experimental load.

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

No

Code

Ultimate strain 0.012

Ultimate strain 0.016

Experimental ultimate load (kN)

Predicted ultimate load (kN)

Experimental/Predicted

Experimental ultimate load (kN)

Predicted ultimate load (kN)

Experimental/Predicted

1

M34-3

81.0

54.3

1.49

81.0

50.0

1.62

2

M34-5

81.0

62.4

1.29

81.0

53.9

1.50

3

M34-5-A

77.6

62.4

1.29

77.6

53.9

1.44

4

M5-8

79.0

47.8

1.65

79.0

45.3

1.74