Design conditions of timber strength under complex stress state

Authors

DOI:

https://doi.org/10.15587/2313-8416.2018.143020

Keywords:

timber, estimated strength condition, complex stress state, stress-strain state

Abstract

In designs made of timber or glulam, especially in areas of joint connections is observed particularly complex stress state, which is characterized by the influence of the strength of several components of different stresses at the same time. Design conditions are listed taking into account the strength of the timber complex stress state received from the energy theory of strength. The ways determining the real work of timber with anisotropic physical and mechanical properties are proposed

Author Biography

Denis Mykhailovkyi, Kyiv National University of Construction and Architecture Povitroflotskyi ave., 31, Kyiv, Ukraine, 03037

PhD, Associate Professor

Department of Steel and Lumber Constructions

References

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Published

2018-09-26

Issue

Section

Technical Sciences