Coupling Effect of Eccentricity and Slenderness Ratios on RCFST Column Instability Modes

Abstract

The instability damage modes of rectangle concrete-filled steel tube (RCFST) columns that are subjected to eccentric compression can be divided into two types based on the modified Jezek analytical procedure, namely, the eccentricity ratio (γ) and the slenderness ratio () coupling effect. The RCFST columns have unilateral compression yield failure mode when γ is small. However, it has compressive and tensile mode on both sides when the value of γ is large. In this work, parametric analyses were performed to test 32 RCFST long columns by varying γ with different combinations. From the analysis, it was found that the results of the theoretical analysis of the load-tension strain (P-ϵ) responses and the instability modes of the RCFST long columns are similar to the experimental results. Further, the proposed analytical method aids in better understanding the effects of γ and coupling on the stability behavior of the RCFST columns.