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Comparative analysis of experimental data of testing heavy concrete with simulation results

The article presents the results of comparison of experimental data of testing heavy concrete with the simulation results. There were studied data on the strength of concrete under short-term uniaxial compression, biaxial compression, compression with tension, and triaxial proportional compression. The model uses the characteristics obtained from the results of testing concrete under axial compression. Comparison of the results of numerical study and the testing results has shown a satisfactory convergence.