Experimental Study on Axial Compression Performance of 7A04 High Strength Aluminum Alloy Circular Tube Concrete Short Column

Abstract

The application of tube-filled concrete composite columns is becoming more and more popular. The traditional tube-filled column is easy to rust and expensive to maintain, which leads to the practical need of replacing high-strength aluminum alloy. 7A04 aluminum alloy has high strength and strong corrosion resistance, which is more in line with the material requirements of modern building structures. In view of this, four groups of 7A04 aluminum alloy tube concrete short columns were tested under axial compression, and the corresponding ABAQUS finite element simulation was established. The influence of tube thickness and concrete strength grade on compressive strength, ductility, transverse deformation coefficient, and improvement coefficient of strong concrete strength of composite column is considered in this paper. The results show that the failure mode of composite short columns is central uplift or shear failure. The tube thickness of high-strength aluminum tube has a great influence on the strength of specimens, and the ductility of composite columns decreases with the decrease of the collar coefficient. The finite element model can well reflect the development trend of the load-strain curve, and the formula of composite column bearing capacity proposed by regression analysis can well predict the strength of 7A04 aluminum alloy tubular concrete short column. The research results have a certain reference significance for the structural design of high strength aluminum concrete-filled columns.