Civil and Architectural Engineering | Article | Published 2022
The paper presents the results of the experimental studies of deformative characteristics of wood concrete (arbolite concrete)of different classes. The article is devoted to the question of estimation of the values of secant and tangent modulus of elasticity (E-Modulus) and the coefficient of transverse deformations (Poisson's ratio). It will be possible, from the analysis of the obtained results, to assess the adequacy of the Eurocode 2 provisions with respect to arbolite concrete manufactured with the use of rice husk fillers.