A new approach to determining the elastic modulus of structural materials

Stiffness characteristics are often decisive in the choice of material for structural parts.At the same time, the process of their determination for anisotropic materials does not fully satisfy the requirements in terms of reliability and reproducibility.This work is devoted to the development of an approach for determining the moduli of elasticity.An analysis of the Timoshenko approaches developed to estimate the shear component of deflection in transverse bending is presented.The drawbacks preventing their use as a basis for modern methods of determining the elastic components of structural materials are noted.An approach for determining the elastic moduli is proposed, the basis of which are the maximum values of deflections and angles of rotation of the cross-sections of a specimen under three-point transverse bending.The relationship between angular and linear displacements under the considered type of loading is established, which allows stable and reliable values of elasticity moduli to be obtained from the data of angular displacements.The acceptability of the proposed approach for determining the elastic moduli of both isotropic materials and composites is shown.