Fig. 5From: Numerical FE Modeling and Design Methods of CCES Columns with Normal-Weight Crushed Dolomite Coarse Aggregate Fully Embedded IPE Steel-SectionFailure mode comparison and deformation of CCES column member at the ultimate capacity: (a) Specimen #1; (b) Specimen #2; (c) Specimen #3; (d) Specimen #4Back to article page