This invention discloses a concrete
column model and its
casting method, as well as a method for testing the buckling of reinforcement in the model. The concrete
column model includes a column body, with the middle part of the column body serving as the testing section. The two ends of the testing section are the upper end and the lower end, respectively. The testing section, the upper end, and the lower end are integrally cast. At least one first hard plate is provided on the
joint surface between the testing section and the upper end, and at least one second hard plate is provided on the
joint surface between the testing section and the lower end. The beneficial effects of this invention are: the upper and lower end regions of the concrete column are constrained by denser stirrups, and additional constraints are provided on the outer sides of the upper and lower end regions using carbon
fiber cloth (or
steel plates, etc.). This allows the concrete failure and longitudinal reinforcement buckling to be controlled in the middle region (i.e., the testing section), thereby avoiding the randomness of the failure area and failure mode, and is beneficial for reflecting the interaction between reinforcement and concrete.