Table 4 Specifications of specimens.

From: Numerical experimental and theoretical investigation of reinforced concrete elements with rectangular spiral rebar for multi-behavior analysis

Test group

Symbol

Section dimensions (mm × mm)

Longitudinal reinforcement

Transverse reinforcement dimensions (mm × mm)

Transverse reinforcement type

Size of transverse reinforcement

S (mm)

f’’c (MPa)

ρt (%)

ρl (%)

N (kN)

P0 (kN)

1

R4T8-72

250 × 180

4Ф12

220 × 150

Ties

Ф8

72

23.0

1.121

1.005

1256

1026

R4C8-72

250 × 180

4Ф12

220 × 150

RSR

Ф8

72

23.0

1.130

1.005

1395

1026

2

S4T6-50

200 × 200

4Ф12

170 × 170

Ties

Ф6

50

26.4

1.128

1.131

1263

1043

S4C6-50

200 × 200

4Ф12

170 × 170

RSR

Ф6

50

26.4

1.131

1.131

1465

1043

3

S4T6-50d

200 × 200

4Ф12

170 × 170

Ties

Ф6

50

24.9

1.128

1.131

1216

992

S4C6-50d

200 × 200

4Ф12

170 × 170

RSR

Ф6

50

24.9

1.131

1.131

1394

992

4

S4T6-100

200 × 200

4Ф12

170 × 170

Ties

Ф6

100

25.8

0.565

1.131

1242

1022

S4C6-100

200 × 200

4Ф12

170 × 170

RSR

Ф6

100

25.8

0.570

1.131

1295

1022

5

S4T8-75

200 × 200

4Ф12

170 × 170

Ties

Ф8

75

27.5

1.140

1.131

1349

1080

S4C8-75

200 × 200

4Ф12

170 × 170

RSR

Ф8

75

27.5

1.149

1.131

1460

1080

6

S4T12-170

200 × 200

4Ф12

170 × 170

Ties

Ф12

170

24.4

1.128

1.131

1206

975

S4C12-170

200 × 200

4Ф12

170 × 170

RSR

Ф12

170

24.4

1.131

1.131

1268

975

7

S8T6-85

200 × 200

8Ф8

170 × 170

Ties

Ф6

85

23.1

1.133

1.005

1242

917

S8C6-85

200 × 200

8Ф8

170 × 170

RSR

Ф6

85

23.1

1.135

1.005

1236

917