Skip to main content
International Journal of Concrete Structures and Materials

Table 1 ID, dimensions and reinforcement of tested column specimens

From: Short and Long RC Columns with Internal WWM Reinforcement under Concentric and Eccentric Compression

Group

Category

Specimen IDa

Repetition

Eccentricity e (mm)

Dimensions t × t × h (mm)

Reinforcement

Vertical barsb grade (360/520)

Tiesb grade (240/350)

Ties volumetric ratio ρ %

Additional internal reinforcement

1

a

S6R0

2

0

115 × 115 × 1035

4 Ø 10

6 Ø 6

0.44

–

S6R15

2

15

S6R30

2

30

b

S6W0

2

0

115 × 115 × 1035

4 Ø 10

6 Ø 6

0.44

a WWM layer

S6W15

2

15

S6W30

2

30

c

S3W0

2

0

115 × 115 × 1035

4 Ø 10

3 Ø 6

0.22

a WWM layer

S3W15

2

15

S3W30

2

30

2

a

L12R0

2

0

115 × 115 × 2070

4 Ø 10

12 Ø 6

0.44

–

L12R15

2

15

L12R30

2

30

b

L12W0

2

0

115 × 115 × 2070

4 Ø 10

12Ø 6

0.44

a WWM layer

L12W15

2

15

L12W30

2

30

c

L6W0

2

0

115 × 115 × 2070

4 Ø 10

6 Ø 6

0.22

a WWM layer

L6W15

2

15

L6W30

2

30

  1. aThe first and second numbers in the ID refer to the total number of ties per column and the eccentricity value (e mm), respectively. S, L, R, and W refer to short, long, reference and WWM, respectively
  2. bx Ø y indicates x bars (or ties) of diameter y mm
Back to article page