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Table 5 Efficiency of the CDCA concrete strength

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

(MPa)

Capacity, Pu (kN)

Increasing of capacity, + Pu%

Increasing CDCA concrete strength, + fcu%

 + Pu%/ + fcu%

25

689.16

–

–

–

40

976.86

41.75

60

0.70

50

1105.07

60.35

100

0.60

60

1268.25

84.03

140

0.60

80

1564.49

127.01

220

0.58