To explore the structural performance of axially loaded high-strength concrete-filled square steel tubular (HCFSST) long columns, a total of nine HCFSST specimens with various slenderness ratio (λ) values were experimentally tested and the working mechanism of the column was numerically revealed in this work. Parametric studies were also conducted to explore the column stability behavior, material strength matching relationship, and internal load distribution of each material. Combined with test results, various buckling curves (a0, a, b, c, and d) specified in code EC3 were reviewed to confirm an appropriate design curve for HCFSST columns. Furthermore, the predictions of the stability reduction factors and peak-loads of columns based on current design codes were compared and discussed. The results indicated that the failure modes of the columns were significantly affected by the λ values. To efficiently improve the load bearing performance of the column, the recommended value of fy/fcu ratio is within 6.57–7.00 as λ = 14–37 and is within 5.75–6.57 as λ > 37. The new design models of the axially loaded columns proposed in this work are applicable to the HCFSST columns and hence are recommended. This study will provide guidance for the engineering practice of HCFSST columns.
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