Axial Compressive Behaviour of Intermediate-Length Concrete-Filled Steel Tubular Columns with Different CFRP Wrapping Configurations
The strengthening of intermediate-length concrete-filled steel tubular (CFST) columns using CFRP has attracted growing attention, but the effect of fibre orientation on the axial compressive behaviour—particularly for members where stability rather than strength governs—has not been fully clarified. This study therefor...