Data Analytics on the Nano Composite Behavior of Circular CFST Columns under Axial Load

The current study examines the buckling behavior of steel circular tube columns filled with Nano Concrete using ANSYS software (NCFCST). The whole strength of NCFCST, simple CFCST, and hollow columns (HC) is predicted by a FEA model. The FE models are constructed and validated using experimental data concerning ultimate strength, load-deformation histories, and failure processes. In comparison to hollow columns and plain concrete steel circular tube columns (PCFCST), the testing findings shown that the NCFCST strength rose and buckling behaviours decreased.