Complex bending and initial destruction of hybrid timber beams

Complex bending and initial destruction of hybrid timber beams

A mathematical model of the deformation of hybrid timber beams has been developed. By hybrid we mean bars, formed by rigid connection (gluing) on certain contact surfaces of a set of layers of different forms of cross-sections and different types of timber. In general, the bars are in conditions of...

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Bibliographic Details
Main Authors: Yurii V. Nemirovskii, Artem I. Boltaev
Format: Article
Language:English
Published: Samara State Technical University 2017-12-01
Series:Vestnik Samarskogo Gosudarstvennogo Tehničeskogo Universiteta. Seriâ: Fiziko-Matematičeskie Nauki
Subjects:
layered structures
timber structures
deformation diagrams
physical nonlinearity
different resistance
compression
stretching
Online Access:http://mi.mathnet.ru/eng/vsgtu1572

Internet

http://mi.mathnet.ru/eng/vsgtu1572

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