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Acta Armamentarii ›› 2023, Vol. 44 ›› Issue (S1): 189-195.doi: 10.12382/bgxb.2023.0716

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Construction of Scaled Model of Reinforced Concrete Column Based on Dimensional Analysis

WANG Jia, YIN Jianping*(), LI Xudong, YI Jianya, WANG Zhijun   

  1. School of Mechanical and Electrical Engineering, North University of China, Taiyuan 030051, Shanxi, China
  • Received:2023-08-02 Online:2023-12-08
  • Contact: YIN Jianping

Abstract:

Taking the typical reinforced concrete columns as the main research object, the similarity law relationship of reinforced concrete columns under explosive loading is derived based on similarity theory and dimensional analysis method. The different scaled models are established using the finite element simulation software LS-DYNA for numerical simulation to verify the similarity law relationship. The dimensional analysis method is used to obtain a relationship formula of similarity law, which can be used to calculate and convert the deflection of a column in an equal proportion; By comparing the calculated results of similarity law and the numerically simulated results, it is found that the error of maximum displacement in the column is less than 10%. This indicates that the accuracy of the established similarity law relationship satisfies engineering applications, which can provide some help for later scholars to study the damage of concrete columns under explosive loading of steel bars.

Key words: reinforced concrete column, dimensional analysis method, scaled model, explosive loading

CLC Number: