Table 1 List of test parameters of reinforced concrete eccentric compression components.

From: Experimental and theoretical study on flexural rigidity reduction of reinforced concrete eccentric column

Test- piece

No.

Section size /mm\(b \times h\)

Offset \(e_{0}\)/mm

Longitudinal bar /mm2\(A_{s} = A_{s}^{\prime}\)

Longitudinal reinforcement ratio \(\rho\)

Eccentricity \(e_{0} /h\)

A-1

250 × 200

140

6C12

1.33%

0.70

A-2

250 × 200

140

6C16

2.41%

0.70

A-3

250 × 200

140

6C20

3.77%

0.70

A-4

250 × 200

80

6C12

1.33%

0.40

A-5

250 × 200

80

6C16

2.41%

0.40

A-6

250 × 200

80

6C20

3.77%

0.40

A-7

250 × 200

35

6C12

1.33%

0.175

A-8

250 × 200

35

6C16

2.41%

0.175

A-9

250 × 200

35

6C20

3.77%

0.175