THE WORKING PECULIARITIES OF THE GLUED WOODEN BEAMS UNDER THE CONDITIONS OF SLANTING BENDING FOR THE EFFECT OF ONE-TIME AND REPEATED LOADS

Abstract

The behavior of solid beams as well as glue laminated beams which are under the conditions of slanting bending is currently poorly known. Operative rules and existing studies do not address the real behavior of the beams under the conditions of slanting bending or make it impossible to establish the neutral line position and the stress-strain distribution of the cross section at various stages of loading the construction in general.

The purpose of this research is the study of the working peculiarities of glue laminated beams under the conditions of unsymmetrical bending. Pilot testing of a glue laminated block is the principle method for solving the specified problems.