Specimen

Surface cond.

Concrete strength

Dia. of rebar (mm)

No. of rebar

Steel ratio (As/Ac)

Measured shear force (kN)

Stress (MPa)

(1)/(2)

Upper layer

Bottom layer

A

B

C

Ave.

Test (1)

Equation (2)

S1-D10

Smooth

SC80

NC30

10

1

0.55

152.6

180.5

238.8

190.6

1.3

1.18

1.12

S2-D10

2

1.09

94.4

410.1

221.3

315.7

2.2

1.31

1.67

S3-D10

3

1.64

250.3

300.7

222.8

257.9

1.8

1.44

1.24

S4-D10

4

2.18

281.4

370.8

206.3

286.2

2.0

1.57

1.26

S6-D10

6

3.27

340.5

410.1

395.0

381.9

2.7

1.84

1.44

S1-D16

16

1

1.40

499.4

176.4

233.3

303.0

2.1

1.39

1.52

S2-D16

2

2.79

337.7

370.0

400.4

369.4

2.6

1.72

1.49

S3-D16

3

4.19

195.8

279.8

199.5

225.0

1.6

2.06

0.76

S4-D16

4

5.59

357.6

418.3

283.5

353.1

2.5

2.39

1.03

S6-D16

6

8.38

422.7

402.2

438.5

421.1

2.9

3.06

0.96

R1-D10

Indented

10

1

0.55

423.2

360.1

329.8

371.0

2.6

1.70

1.52

R2-D10

2

1.09

400.0

468.5

531.7

466.7

3.2

1.89

1.71

R3-D10

3

1.64

418.8

569.1

436.2

474.5

3.3

2.09

1.58

R4-D10

4

2.18

424.4

527.2

398.3

450.0

3.1

2.29

1.37

R6-D10

6

3.27

478.1

458.6

516.6

484.4

3.4

2.68

1.26

R1-D16

16

1

1.40

481.6

500.6

548.8

510.3

3.5

2.00

1.77

R2-D16

2

2.79

406.4

405.8

527.1

446.4

3.1

2.51

1.24

R3-D16

3

4.19

436.4

450.1

493.7

460.1

3.2

3.01

1.06

R4-D16

4

5.59

438.4

548.6

555.5

514.2

3.6

3.51

1.02

R6-D16

6

8.38

621.6

549.3

610.4

593.8

4.1

4.52

0.91

NR1-D10

Indented

NC30

10

1

0.55

288.4

359.6

284.3

310.8

2.2

1.70

1.27

NR2-D10

2

1.09

366.0

289.4

301.9

319.1

2.2

1.89

1.17

NR3-D10

3

1.64

380.0

344.5

402.1

375.5

2.6

2.09

1.25

NR4-D10

4

2.18

471.5

442.9

403.9

439.4

3.1

2.29

1.34

NR6-D10

6

3.27

501.4

481.6

431.7

471.6

3.3

2.68

1.22

NR1-D16

16

1

1.40

369.0

373.0

358.1

366.7

2.5

2.00

1.27

NR2-D16

2

2.79

340.5

345.9

421.8

369.4

2.6

2.51

1.02

NR3-D16

3

4.19

430.9

325.0

383.3

379.7

2.6

3.01

0.88

NR4-D16

4

5.59

505.5

460.6

529.5

498.5

3.5

3.51

0.99

NR6-D16

6

8.38

529.6

530.5

-

530.1

3.7

4.52

0.82