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Table 9 Efficiency of the steel reinforcement ratio (ρsl)

From: Numerical FE Modeling and Design Methods of CCES Columns with Normal-Weight Crushed Dolomite Coarse Aggregate Fully Embedded IPE Steel-Section

Long. bars

Long. bars ratio, ρsl %

Capacity, Pu (kN)

Increasing of capacity, + Pu%

Increasing of long. bars ratio, + ρsl %

 + Pu%/ + ρsl %

4Φ10 mm

1.64

989.04

4Φ12 mm

2.36

1040.92

5.25

43.90

0.119

4Φ14 mm

3.21

1098.35

11.05

95.73

0.115

4Φ16 mm

4.19

1163.37

17.63

155.49

0.113