Stress-strain state of glued wood-to-steel plate joint

Abstract

In terms of shaping of building structures, numerical calculations are required for the structural unit elements, deformability, limit forces under loads for a successful application of fully-prefabricated building structures of a closed type with glued wood-to-steel plate bolt joints. As a result, theoretical calculations are compared with the experimental data. It is shown that the proposed decisions concerning the structural units are reliable. The yielding parameters of the structural units are corrected in the model of the fully-prefabricated building. The scope of application is determined for the units of multi-connected structures or structures with glued wood-to-steel plate joints.