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Table 6 Efficiency of IPE-shaped steel section strength

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

Steel yield strength, fss (MPa)

Axial capacity Pu (kN)

Increasing of axial capacity (+ Pu%)

Increasing steel yield strength (+ fss%)

(+ Pu%)/(+ fss%)

240

989.04

–

–

–

480

1028.32

3.97

100.00

0.040

720

1064.77

7.66

200.00

0.038

960

1097.80

11.00

300.00

0.037

1200

1127.81

14.03

400.00

0.035