Design conditions of timber strength under complex stress state
DOI:
https://doi.org/10.15587/2313-8416.2018.143020Keywords:
timber, estimated strength condition, complex stress state, stress-strain stateAbstract
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
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