Determining deflection from tangential stresses, considering the nonlinearity of wooden beam materials
Abstract
The methodology for calculating deflections of wood-based elements and structures considering the nonlinearity of deformation and tangential stresses has been improved. A universal methodology for considering tangential stresses for theoretical, mathematical modelling and calculating bending wooden elements has been developed. The main hypotheses that are part of the prerequisites and assumptions are formulated, based on which a method of mathematical modelling of the deformation mechanism has been developed. The method of determining the tangential stresses and deflection plotting are tested.
Fields of Study & Subjects
Wood Treatment and Properties
Elasticity and Wave Propagation
Engineering Applied Research
Publication details
- Journal / source
- AIP conference proceedings
- Volume
- 3368
- Pages
- 020012–020012
- Publication date
- 1 January 2026
- Language
- EN