Table 2 Properties of specimens.

From: Utilizing recycled glass powder in reinforced concrete beams: comparison of shear performance

No

Test Name

Glass Powder

(%)

Stirrup Spacing

(mm)

All Test Specimens

1

S_GP1_0% 23

0

270

2ϕ12

Tensile Reinforcement

and

2ϕ6 Compressive Reinforcement

2

S_GP2_0% 23

200

3

S_GP3_0% 23

160

4

S_GP4_10%

10

270

5

S_GP5_10%

200

6

S_GP6_10%

160

7

S_GP7_20%

20

270

8

S_GP8_20%

200

9

S_GP9_20%

160

10

S_GP10_30%

30

270

11

S_GP11_30%

200

12

S_GP12_30%

160

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