Review article

In this paper, the values of the elasticity constants used to determine the modulus of deformation of the brickwork of the barrel vault as an orthotropic material with cylindrical anisotropy are investigated. A specific problem is solved to determine the value of the elasticity constants at known parameters of brickwork, which allows evaluating the physical properties of the material of the masonry vault.This method of calculating the value of elasticity constants enables the problem of defining the stress state of the barrel vault design to be simplified.