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Table 7 Summary of the results of tested beams.

From: Experimental and Numerical Investigation of Shear Behavior of RC Beams Strengthened by Ultra-High Performance Concrete

Beam ID

a/d ratio

Ultimate load (kN)

Deflection at ultimate (mm)

Maximum deflection (mm)

Comparison of failure load (%)

Failure mode

CT-1.0

1.0

383

2.17

2.49

0 (control)

Shear

SB-2SJ-1.0

1.0

567

3.47

5.11

48

Flexure–shear

SB-3SJ-1.0

1.0

628

3.10

4.19

63

Flexural

CT-1.5

1.5

286

4.40

6.72

0 (control)

Shear

SB-2SJ-1.5

1.5

402

5.20

8.96

41

Flexure–shear

SB-3SJ-1.5

1.5

482

4.10

11.98

69

Flexural

CT-2.0

2.0

276

7.00

8.68

0 (control)

Shear

SB-2SJ-2.0

2.0

346

7.50

12.15

25

Flexure–shear

SB-3SJ-2.0

2.0

353

4.14

12.26

28

Flexural