Table 3 Selected test components with different reinforcement ratios.

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

Group No.

Test piece

No.

Offset

\(e_{0}\)/mm

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

Longitudinal reinforcement ratio \(\rho\)

Eccentricity \(e_{0}\)/h

â‘ 

A-1

140

6C12

1.33%

2.41%

3.77%

 

A-2

140

6C16

0.70

A-3

140

6C20

 
 

A-4

80

6C12

1.33%

2.41%

3.77%

 

â‘¡

A-5

80

6C16

0.40

 

A-6

80

6C20